Maumee River (East Side)  Public Meeting  Long Term Combined Sewer Overflow Control Plan Input February 10, 2005
Discussion Agenda Program Overview Combined Sewer Overflows Maumee River Identification of Alternative Types Potential Siting of Control Facilities Opportunity for Input
CSO Control Planning The City must control CSO discharges according to the consent decree Alternatives are being evaluated with respect to their feasibility, associated benefits and costs Public input on alternatives considered is sought in tonight’s meeting
Project Timeline The Long Term Control Plan Document is scheduled to be submitted to USEPA in July 2005 A review and modification period will follow the plan submittal The work identified in the plan is to be completed by August 31, 2015
Combined Sewer Area Overview
Maumee River (East Side) Combined Area
Maumee River  Overflow Frequency CSO # per Year 4 16 5 28 6 14 7 30 8 4 9 25
Maumee River  Overflow Volume CSO Volume (MG) 4 7 5 30 6 5 7 77 8 1 9 115
Alternative Evaluation Alternative Evaluation is based on reducing the frequency of overflow to 0 – 12 times / year Total elimination of overflows would only occur in the most costly alternatives
Type of Alternatives Alternative selection is a combination of performance and suitability considerations There are a number of types of alternatives
CSO Control Options Storage – holds excess flow until capacity is available Treatment – cleans flow before it is discharged – disinfects and removes pollutants Separation – provides new sanitary or storm sewers so that combined sewers are eliminated Flow reduction / rerouting can enhance the above options
Storage Basin Facility  Basic Information Type of facility: concrete tank either concealed or visible Land area required: 3 – 10 acres Typical siting locations: waterfront property, parks, other vacant parcels near rivers Other requirements: some sewer work to bring flow to the site; building for support functions
Basin Storage Facilities Storage alternatives can be below grade as basins or tunnels.  Generally some access hatches or support structures are present.
Storage Basin Facilities – Pros and Cons Pros Most work is limited to one location and the adjacent areas are not disturbed Volume and frequency of discharge to the river is reduced  Site can be designed to be aesthetically pleasing Cons Use of land for other activities is limited Construction activities are generally 2 – 3 years in duration limiting the use of sites during that period A building is required for support facilities Some untreated overflow will remain
Storage Tunnel  Basic Information Type of facility: below ground tunnel Land area required: limited land requirements – most work is along a linear corridor and is not visible from the surface Typical siting locations: about 60 – 75 feet below grade; linear corridors (such as streets) Other requirements: drop shafts and discharge points with pump stations and control of floatables
Storage Tunnel Facilities – Pros and Cons Pros Most work is performed underground and at construction shaft locations, minimizing land needs Volume and frequency of discharge to the river is reduced  Toledo has successfully constructed similar projects Cons Difficult to clean and access Some untreated overflow will remain A building would be required to house support facilities
Storage Tunnels Storage tunnels primarily consist of large underground pipes 12 – 15 feet in diameter.  There are additional support structures that would be located at the end of the tunnel.
Treatment Facility  Basic Information Type of facility: smaller concrete tank with screening and disinfection capability Land area required: 2-5 acres Typical siting locations: waterfront property, parks, other vacant parcels near rivers Other requirements: some sewer work to bring flow to the site; above ground building to house equipment
Treatment Facilities –  Pros and Cons Pros Most work is limited to one location and the adjacent areas are not disturbed.  Facility footprint is smaller than storage facility. Small storms are stored.  Larger storms discharge partially treated water. Water that goes to the river has been treated for bacteria. Cons Treatment generally requires construction of a good size building, this building is larger than required for a storage only alternative due to more equipment. Facility is more complex to operate and maintain than a storage only basin.
Treatment Facilities Three large treatment facilities in the Detroit Area.  These facilities generally require a fairly large building.
Sewer Separation  Basic Information Constructs a new sewer to separate flow Generally requires 3 – 6 months to complete work on a street; 1 – 2 years to complete work in an area Generally doesn’t involve land acquisition
Sewer Separation –  Pros and Cons Pros Upgrades the sewer system Eliminates CSO discharges Minimal property requirements Cons May increase total amount of pollutants to the waterways Disruptive to individual property owner
Sewer Separation Sewer separation requires construction of new sewers in areas where a single pipe system exists.
Flow Reduction/Rerouting – Pros and Cons Pros Addresses problem at the source Could be considered best environmentally Could reduce basement or surface flooding Cons Generally not adequate to solve the entire problem Most disruptive to individual property owners Administratively intensive program
Flow Reduction / Rerouting Photos
EPA Criteria The primary concern in other CSO Plans around the country is the frequency at which CSOs discharge The control of bacteria is important Other items of concern Volume of discharge Pollutants in discharge Measurable impacts on waterways
Siting Issues / Concerns Consider Areas of open space (sites), reasonably close to outfalls Current use of existing sites & associated impacts due to construction or long term use Ownership of sites “ Fatal flaws” such as environmental or geotechnical issues Opportunities for secondary benefit – e.g. brownfield reuse, coordination with other projects
Maumee (East Side) Potential Sites Potential sites Potential sites have been identified based on location of open space Currently evaluating the feasibility of these sites No decisions have been made about the use or non-use of any site
Locations for Potential Storage or Treatment
Potential Flow Reduction
Storage Basin Sizing –  I-280 Right of Way Frequency of Overflow Required Storage Volume 0 per year 9 MG 1-3 per year 2 MG 4-7 per year 0.4 MG 8-12 per year 0.2 MG
Potential Sites –  I-280 Right of Way
Storage Basin Sizing –  Main St. & Nevada Overflows Frequency of Overflow Required Storage Volume 0 per year 20 MG 1-3 per year 8 MG 4-7 per year 3 MG 8-12 per year 1 MG
Potential Sites – International Park
Storage Basin Sizing – Oakdale Area Frequency of Overflow Required Storage Volume 0 per year 34 MG 1-3 per year 14 MG 4-7 per year 3 MG 8-12 per year 1 MG
Potential Sites –  Oakdale Area
Storage Tunnel Alternative
Storage Tunnel Sizing Frequency of Overflow Storage Volume / Diameter 0 per year 63 MG  28 ft 1-3 per year 24 MG  17 ft 4-7 per year 6 MG 9 ft 8-12 per year 3 MG 6 ft
Evaluations Are Continuing Additional cost development and comparison to benefits are ongoing Better definition of potential sites and discussions with property owners / operators More technical evaluations (will support cost assessment)
How You Can Help Provide feedback on the alternative types through the various stations Let us know what you like and don’t like and the type of alternative Give us feedback on the potential sites  Provide other comments on what is important to you Ask questions at the various station locations

LTCP meeting 02-10-05

  • 1.
    Maumee River (EastSide) Public Meeting Long Term Combined Sewer Overflow Control Plan Input February 10, 2005
  • 2.
    Discussion Agenda ProgramOverview Combined Sewer Overflows Maumee River Identification of Alternative Types Potential Siting of Control Facilities Opportunity for Input
  • 3.
    CSO Control PlanningThe City must control CSO discharges according to the consent decree Alternatives are being evaluated with respect to their feasibility, associated benefits and costs Public input on alternatives considered is sought in tonight’s meeting
  • 4.
    Project Timeline TheLong Term Control Plan Document is scheduled to be submitted to USEPA in July 2005 A review and modification period will follow the plan submittal The work identified in the plan is to be completed by August 31, 2015
  • 5.
  • 6.
    Maumee River (EastSide) Combined Area
  • 7.
    Maumee River Overflow Frequency CSO # per Year 4 16 5 28 6 14 7 30 8 4 9 25
  • 8.
    Maumee River Overflow Volume CSO Volume (MG) 4 7 5 30 6 5 7 77 8 1 9 115
  • 9.
    Alternative Evaluation AlternativeEvaluation is based on reducing the frequency of overflow to 0 – 12 times / year Total elimination of overflows would only occur in the most costly alternatives
  • 10.
    Type of AlternativesAlternative selection is a combination of performance and suitability considerations There are a number of types of alternatives
  • 11.
    CSO Control OptionsStorage – holds excess flow until capacity is available Treatment – cleans flow before it is discharged – disinfects and removes pollutants Separation – provides new sanitary or storm sewers so that combined sewers are eliminated Flow reduction / rerouting can enhance the above options
  • 12.
    Storage Basin Facility Basic Information Type of facility: concrete tank either concealed or visible Land area required: 3 – 10 acres Typical siting locations: waterfront property, parks, other vacant parcels near rivers Other requirements: some sewer work to bring flow to the site; building for support functions
  • 13.
    Basin Storage FacilitiesStorage alternatives can be below grade as basins or tunnels. Generally some access hatches or support structures are present.
  • 14.
    Storage Basin Facilities– Pros and Cons Pros Most work is limited to one location and the adjacent areas are not disturbed Volume and frequency of discharge to the river is reduced Site can be designed to be aesthetically pleasing Cons Use of land for other activities is limited Construction activities are generally 2 – 3 years in duration limiting the use of sites during that period A building is required for support facilities Some untreated overflow will remain
  • 15.
    Storage Tunnel Basic Information Type of facility: below ground tunnel Land area required: limited land requirements – most work is along a linear corridor and is not visible from the surface Typical siting locations: about 60 – 75 feet below grade; linear corridors (such as streets) Other requirements: drop shafts and discharge points with pump stations and control of floatables
  • 16.
    Storage Tunnel Facilities– Pros and Cons Pros Most work is performed underground and at construction shaft locations, minimizing land needs Volume and frequency of discharge to the river is reduced Toledo has successfully constructed similar projects Cons Difficult to clean and access Some untreated overflow will remain A building would be required to house support facilities
  • 17.
    Storage Tunnels Storagetunnels primarily consist of large underground pipes 12 – 15 feet in diameter. There are additional support structures that would be located at the end of the tunnel.
  • 18.
    Treatment Facility Basic Information Type of facility: smaller concrete tank with screening and disinfection capability Land area required: 2-5 acres Typical siting locations: waterfront property, parks, other vacant parcels near rivers Other requirements: some sewer work to bring flow to the site; above ground building to house equipment
  • 19.
    Treatment Facilities – Pros and Cons Pros Most work is limited to one location and the adjacent areas are not disturbed. Facility footprint is smaller than storage facility. Small storms are stored. Larger storms discharge partially treated water. Water that goes to the river has been treated for bacteria. Cons Treatment generally requires construction of a good size building, this building is larger than required for a storage only alternative due to more equipment. Facility is more complex to operate and maintain than a storage only basin.
  • 20.
    Treatment Facilities Threelarge treatment facilities in the Detroit Area. These facilities generally require a fairly large building.
  • 21.
    Sewer Separation Basic Information Constructs a new sewer to separate flow Generally requires 3 – 6 months to complete work on a street; 1 – 2 years to complete work in an area Generally doesn’t involve land acquisition
  • 22.
    Sewer Separation – Pros and Cons Pros Upgrades the sewer system Eliminates CSO discharges Minimal property requirements Cons May increase total amount of pollutants to the waterways Disruptive to individual property owner
  • 23.
    Sewer Separation Sewerseparation requires construction of new sewers in areas where a single pipe system exists.
  • 24.
    Flow Reduction/Rerouting –Pros and Cons Pros Addresses problem at the source Could be considered best environmentally Could reduce basement or surface flooding Cons Generally not adequate to solve the entire problem Most disruptive to individual property owners Administratively intensive program
  • 25.
    Flow Reduction /Rerouting Photos
  • 26.
    EPA Criteria Theprimary concern in other CSO Plans around the country is the frequency at which CSOs discharge The control of bacteria is important Other items of concern Volume of discharge Pollutants in discharge Measurable impacts on waterways
  • 27.
    Siting Issues /Concerns Consider Areas of open space (sites), reasonably close to outfalls Current use of existing sites & associated impacts due to construction or long term use Ownership of sites “ Fatal flaws” such as environmental or geotechnical issues Opportunities for secondary benefit – e.g. brownfield reuse, coordination with other projects
  • 28.
    Maumee (East Side)Potential Sites Potential sites Potential sites have been identified based on location of open space Currently evaluating the feasibility of these sites No decisions have been made about the use or non-use of any site
  • 29.
    Locations for PotentialStorage or Treatment
  • 30.
  • 31.
    Storage Basin Sizing– I-280 Right of Way Frequency of Overflow Required Storage Volume 0 per year 9 MG 1-3 per year 2 MG 4-7 per year 0.4 MG 8-12 per year 0.2 MG
  • 32.
    Potential Sites – I-280 Right of Way
  • 33.
    Storage Basin Sizing– Main St. & Nevada Overflows Frequency of Overflow Required Storage Volume 0 per year 20 MG 1-3 per year 8 MG 4-7 per year 3 MG 8-12 per year 1 MG
  • 34.
    Potential Sites –International Park
  • 35.
    Storage Basin Sizing– Oakdale Area Frequency of Overflow Required Storage Volume 0 per year 34 MG 1-3 per year 14 MG 4-7 per year 3 MG 8-12 per year 1 MG
  • 36.
    Potential Sites – Oakdale Area
  • 37.
  • 38.
    Storage Tunnel SizingFrequency of Overflow Storage Volume / Diameter 0 per year 63 MG 28 ft 1-3 per year 24 MG 17 ft 4-7 per year 6 MG 9 ft 8-12 per year 3 MG 6 ft
  • 39.
    Evaluations Are ContinuingAdditional cost development and comparison to benefits are ongoing Better definition of potential sites and discussions with property owners / operators More technical evaluations (will support cost assessment)
  • 40.
    How You CanHelp Provide feedback on the alternative types through the various stations Let us know what you like and don’t like and the type of alternative Give us feedback on the potential sites Provide other comments on what is important to you Ask questions at the various station locations