Title: Michael Urynowicz, Ph'D', P'E'
1On-Site Wastewater Treatment Systems
- Michael Urynowicz, Ph.D., P.E.
- Assistant Professor
- Department of Civil Architectural Engineering
- University of Wyoming, Laramie, WY 82071-3295
- Telephone 307.766.4398 Email
murynowi_at_uwyo.edu
2Presentation Outline
- Workshop
- On-Site Wastewater Treatment Systems
- Centralized vs Decentralized Wastewater Treatment
Systems - Wastewater Constituents
- Conventional Septic System
- Septic Tank
- Soil Absorption System
- Importance of the Clogging Matt
- Importance of the Unsaturated Zone
- Fate and Transport of Pathogens
- Alternative On-Site Wastewater Systems
- Video and Closing Remarks
3On-Site Wastewater Treatment Systems
- Underground cesspool (France, 1870s)
- Septic tank systems (U.S.A., early 1900s)
- Designed for subsurface disposal
4On-Site Wastewater Treatment Systems
- Nearly 25 of the U.S. population is served by
on-site and decentralized wastewater systems. - Approximately one-third of new development is
supported by such systems. - Roughly 25 million existing systems.
- Approximately 0.2 million new systems being
installed each year.
5On-Site Wastewater Treatment Systems
- Traditionally, onsite systems were viewed as
temporary disposal solutions. - Good enough for now (i.e., until the public
sewer is available).
6On-Site Wastewater Treatment Systems
- Why have on-site treatment systems been
traditionally viewed as inferior to centralized
systems?
- Publics perception
- Less uncertainty
- Less responsibility
- Predictable costs
- More assurance regarding public heath and the
environment
7On-Site Wastewater Treatment Systems
- On-site systems are now viewed as a necessary
and permanent wastewater treatment approach.
8On-Site Wastewater Treatment Systems
- Why the shifting paradigm?
- Funding
- Economics (collection costs 65 80 vs lt 30 of
total costs) - Water management
9On-Site Wastewater Treatment Systems
- Questions and Considerations (Micro-Scale)
- Levels of purification achieved by conventional
onsite systems - Effects of using alternative on-site systems
- Vadose zone sampling
- Clogging zone formation affects
- Source of pathogens in water
10On-Site Wastewater Treatment Systems
- Questions and Considerations (Macro-Scale)
- Public health impacts associated with using
decentralized versus centralized systems - Public health impacts associated with
catastrophic events (e.g., flooding) - Public health impacts associated with inadequate
design, siting and operation and maintenance - Watershed effects
11On-Site Wastewater Treatment Systems
- Most of the areas using septic systems also rely
on private wells for domestic supply.
12Wastewater Constituents
- Organic Compounds
- BOD, COD, TSS
- Nitrogen
- NH4-N, organic-N, NO3--N, N02N
- Anaerobic (NH4-N, organic-N)
- Aerobic (NO3--N)
13Wastewater Constituents
- Nitrogen
- Dissolved Inorganic Nitrogen (NO3--N, N02N,
NH4-N) - Kjeldhal Nitrogen (NH4-N and organic-N)
14Wastewater Constituents
- Phosphorous
- Organic-P, Orthophosphates
- Pathogens
- Bacteria, viruses, protozoa, helminths
- Most water borne pathogens can cause illness with
10 to 1000 infectious units
15Conventional Septic Systems
- Septic tank
- Gravel-filled drainfield
- Soil beneath the drainfield
16Conventional Septic Systems
17Conventional Septic Systems
- Advantages
- Can provide excellent treatment and disposal of
wastewater - Reliable, cost-effective method
- Least costly to maintain
- Disadvantages
- Can be used at fewer and fewer sites
18Conventional Septic Systems
Septic tank Soil Absorption
System
19Septic Tank
- Basic function is to remove solids (separates
solids and oil/scum) - Dissolved and suspended matter (pathogens) leaves
the tank untreated - Provides some degree of anaerobic digestion
- Solids and scum must be removed periodically (3
to 5 years)
20Septic Tank
- Retention time gt 24 hours (sufficient sludge and
scum retention) - Gas deflectors and filter screens or
inclined-plate settling units help to minimize
effluent solids. - Multiple chambers in series or baffles can
improve sludge and scum removal.
21Septic Tank
- Organic Compounds
- Removes solids (scum and sludge)
- 70 TSS, 60 BOD removal, 25 to 50 COD removal
- Nitrogen
- 10 of total N removed (sludge)
- Anaerobic (NH4-N, organic-N)
22Septic Tank
- Phosphorus
- Converts most of the phosphorus into soluble
orthophosphates - Pathogens
23Soil Absorption System
- Underground piping network buried in trenches
below the ground surface. - Distributes septic tank effluent over a large
soil area - Purification (most pollutants and pathogens are
removed)
24Soil Absorption System
- Organic Compounds
- Most of the remaining dissolved organics are
removed (filtration, decomposition, incorporation
into microbial cells) - Nitrogen
- Aerobic (NO3--N)
- 20 of the total N removed from septic tank
effluent (denitrification, adsorption, plant
uptake, and volatilization) - gt50 of N (NO3--N) reaches groundwater
25Soil Absorption System
26Soil Absorption System
- Oxidation States of Nitrogen
- N2 (0)
- NH3, NH4(-III)
- NO3- (V)
- Nitrification
- NH4 2O2 NO3- 2H H2O
- Nitrate Reduction or Denitrification
- 5CH2O 4NO3- 4H 5CO2 7H2O 2N2
- When oxygen is not available, microorganisms can
use nitrate as the oxidant (electron acceptor).
27Soil Absorption System
- Phosphorus
- Most of the phosphates are removed (adsorption,
precipitation, plant uptake, biological
immobilization) - Pathogens
- Most pathogens are removed (filtration,
precipitation, adsorption, biological enzyme
attack, natural die off) - Protozoagtbacteriagtviruses (behave differently)
- Absorption vs filtration
- Virus attenuation is strongly influenced by soil
properties (cation exchange, mineralogy, texture,
pH, and temperature)
28Importance of the Clogging Mat
- Deposition (effluent solids, biomass,
precipitation, etc.) - Alters pore structure (pore blocking)
- Microbial environment
- Microorganisms degrade organics (reduction in
BOD, SS, and fecal coliform) - Causes unsaturated flow to occur beneath the matt
29Importance of the Unsaturated Zone
- Water travels more slowly through the unsaturated
zone - Slower flow ? Longer residence time (more
opportunity for purification to occur) - Good aeration is necessary to achieve die-off of
bacteria and viruses
30Alternative On-Site Wastewater Treatment Systems
- Not all sites are well suited for conventional
on-site wastewater treatment systems - Distance from building, property line, property
lines, potable water lines, water well, waterways
etc.) - Availability of perc. land
31Alternative On-Site Wastewater Treatment Systems
- Advantages
- Can provide excellent treatment and disposal of
wastewater. - Can be used at more problematic sites.
- Disadvantages
- Higher maintenance
- Higher cost
32Alternative On-Site Wastewater Treatment Systems
- Aerobic Treatment Units (ATUs)
- Suspended or attached Growth
- Media Filters
- Sand, Peat, Foam, Textile, etc.
- Natural Systems
- Wetland, Evapotranspiration, etc.
- Wastewater Separation and Waterless Toilets
- Disinfection Systems
- UV light, strong oxidizers, etc.
33Aerobic Treatment Units (ATU)
- Individual aerobic wastewater treatment plants
- Used as alternatives to septic tanks or in series
- Soil absorption field may still be required
- Can be used when an inadequate soil adsorption
system is present (soil depth, properties,
groundwater, etc.) - Treatment is equivalent to 1 foot of the
unsaturated zone
34Media Filters
- Single pass or recirculating
- Used in series with septic tank or ATU
- Soil absorption field may still required
35Media Filters
- Reduces BOD and TSS
- Converts nitrogen to nitrate
- Reduces phosphorus
- Reduces pathogens
36Media Filters
- Especially important in the control of
Cryptosporidium oocysts and Giardia cysts
37Media Filters
- Can be used when an inadequate soil adsorption
system is present (soil depth, properties,
groundwater, etc.)
38Media Filters
- Used in series with septic tank (soil absorption
field is still required). - Reduces BOD, TSS, nitrogen, phosphorus, and
pathogens (aerobic biochemical activity and
physical filtration).
39Natural Systems
- Used in combination with pre-treatment
- Treatment of dissolved and suspended solids
(contact with active biomass)
40Wastewater Separation
- Wastewater Separation
- Gray Water (wastewater that doesnt come from
toilets).
41Waterless Toilets
- Incinerating or Composting Toilets
42Disinfection
- UV light
- Chemical oxidizers (chlorination)
- Neither chemical disinfectants nor UV will act
well against pathogens that are protected by
suspended material.
43Integrated On-Site Wastewater Systems
- Wastewater Separation/Surface Application
44Integrated On-Site Wastewater Systems
- ATU/Disinfection/Surface Application
45 Community Onsite Options
46 Closing Remarks
- Decentralized wastewater treatment systems are
now considered an effective and long-term
wastewater treatment approach. - Requires proper design, installation, and
operation maintenance. - Matching the system with the site is critical.
- The use of on-site wastewater treatment systems
will continue to grow and evolve.