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The Basics of Centralized Sewer Systems

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The Basics of Centralized Sewer Systems. Types of Systems ... Biological oxygen demand (BOD), nitrogen, phosphorous, and colliform bacteria ... – PowerPoint PPT presentation

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Title: The Basics of Centralized Sewer Systems


1
The Basics of Centralized Sewer Systems
F
  • Types of Systems--Sanitary Sewer System and a
    separate Stormwater Sewer System--Combined Sewer
    System What are the advantages and disadvantages
    of each?
  • The Basic SystemLaterals ? Submains ? Trunk
    Sewers ? Treatment Plant Designed to flow
    half-full, at a slope of 0.5-2.0 (2 ft.ps),
    Who is responsible for these different
    pieces?Manhole covers Changes in direction,
    Confluence of major lines, and at specified
    intervals on straight linesGravity Mains vs.
    Force Mains Uses, Advantages, Disadvantages?
  • Tallahassees Sewer SystemEstimated 675 miles in
    length (100 of FM), 15,000 manholes, 85 pumping
    stationsLake Bradford Road Wastewater Treatment
    Plant (1934) Capacity to treat 4 ½ million
    gpdThomas P. Smith Wastewater Treatment Plant
    (1966-1992) Capacity to treat 27.5 million gpd
    (Peak of 55 mil.)

2
Wastewater Treatment
F
  • Major Elements to be RemovedSuspended solids,
    Biological oxygen demand (BOD), nitrogen,
    phosphorous, and colliform bacteria
  • Major Stages of TreatmentPrimary Treatment
    (Reduce Solids 50-60, BOD 30-50) Bar
    screens, Comminutor, Grit chamber (Settling tank)
    Secondary Treatment (Solids 85-95, BOD 80-95,
    Col. 90-95) Trickling filter, Activated
    sludge, Water treatment ponds Advanced
    Treatment (Solids 100, BOD 99, Col.
    99) Land Application, Coagulation-sedimentation
    , Adsorption, Electrodialysis
  • Outputs of TreatmentEffluent Sprayed on fields,
    Treated to make potableSludge (Treated
    Biosolids) Old Way Burned, Landfilled, Dumped
    in ocean (illegal now) New Way Fertilizer,
    Dewater and treat (then reuse) the water,
    Digestion in heated sludge tanks, Process and
    reuse the methane gas

3
Wastewater Package Plants
  • Package Plants Intermediate sized biological
    wastewater treatment systems. They are designed
    and engineered specifically for areas that are
    temporarily or permanently outside the reach of
    municipal waste disposal systems.
  • Pre-built at the factory and shipped to the
    project site as a self-contained unit requiring
    only minimal field assembly.
  • Typically PPs handle between 3,000-500,000 gpd,
    usually designed for between 10 and 500 dwelling
    units.
  • Advantages1) Service areas not serviced by
    municipal sewer relatively cheaply2) Make land
    available for development where water and roads
    exist 3) Plants are easy to operate, many are
    manned for 2-3 hours per day4) Superior to
    septic tank systems in treatment and cost
  • Disadvantages1) Promotes leapfrog development2)
    Often poorly operated and maintained3) Allows
    development in undesirable areas (from view of
    planners)
  • For more info go to http//www.epa.gov/owm/mtb/pa
    ckage_plant.pdf

4
Example Package Plant
5
F
Wastewater Septic Tanks
  • Over 100 years old rapidly spread in usage
    (Created in 1860s, Came to the US in 1884)
  • Septic Tank System
  • The Septic Tank A large container to hold solid
    wastes
  • 1) tank stores
  • 2) tank distributes
  • 3) tank provides a place for bacterial
    digestion
  • Tanks designed to hold wastewater for at least
    24 hours before flowing into the drainfield.
  • Piping A perforated 4-inch pipe in a specially
    dug trench
  • Drainfield A trench dug to capture and treat
    effluent as of flows out of the septic tank.
    Trench has gravel in it to help with percolation
  • Basically a system that provides Primary and
    Secondary Treatment.
  • 1) Solids settle, Greases float
  • 2) Effluent is cleaned by settling/floating,
    bacterial digestion, percolation and
    infiltration into the ground

6
F
Wastewater Septic Tank Issues
  • Septic Tanks are a mixed blessing because while
    they brought the convenience of indoor plumbing
    to rural areas, they also brought problems
    associated with their use in dense urban areas.
  • A centralized sewer system can be designed on the
    concept of the average user. What needs to be
    determined is the projected number of average
    users and then the size of the system can be
    determined.
  • -A septic tank cannot be designed for the
    average user. A septic tank must be designed
    for the worst condition or the 99th percentile
    of users.
  • To have a 99 chance of performing
    satisfactorily, a septic tank system must be
    designed for those families in the top 1 with
    respect to water use.
  • Research in the 1970s and 1980s found that most
    systems fail in twenty years due to poor
    construction or a lack of maintenance. Septic
    systems have a distressing perversity with
    regard to predictability of performance.
  • In terms of their economy, septic tanks are
    cheaper only in the short run. Studies have shown
    that centralized sewer systems are less expensive
    in the long run (over 60 years). Septic tanks
    become economical at very low densities
    (approximately 3 acre lots).

7
F
Wastewater Septic Tank Successes
  • Why are Septic Tanks so important
    historically?--Provided the convenience and
    safety of interior plumbing to rural
    areas--Helped to foster suburbanization/rural
    growth--Brought wastewater treatment to
    undeveloped areas
  • In recent years, septic tanks have become more
    and more safe because1.      Better septic tank
    technology (better materials, better
    builders)2.      Better understanding of septic
    tank problems3.      Better regulations
    (permitting and building), Better
    enforcement4. Specialized firms for septic tank
    work
  • Septic Tank Administration
  • A permit is required for septic tanks. Location
    of drainfield is the KEY.
  • Inspected every 3-5 years (3 is best)
  • Clean out annually, especially when you have a
    garbage disposal
  • When failure occurs--Must hook up to sewer line
    if available ()--Must dig new drainfield (if
    there is room) ()--If no room for new
    drainfield, must clean out entire old drainfield
    ()

8
F
Wastewater Planning Considerations
  • Important Legislation Federal Water Pollution
    Control Act (1972) Clean Water Act (1977) Water
    Quality Act (1987) Resource Conservation and
    Recovery Act (1976)
  • Determining Sewer System Size and Type--Building
    a system of appropriate capacity--Cost
    factors--Balancing cost and treatment levels
  • Linkage of Sewer System Planning and
    Comprehensive Planning--Federal monies and
    federal requirements
  • Siting Sewer Facilities--Ideally at the lowest
    point in the area--Away from residential/commerci
    al areas--Good transportation access --Soil
    considerations
  • Importance of Maintenance--EPA study showed that
    while most needs are for new facilities,
    retrofitting and repairing older facilities are
    very expensive, so maintenance is essential.
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