Introduction To Wastewater Treatment Options For Small Communities

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Introduction toWastewater Treatment Optionsfor Small CommunitiesAll wastewater treatment systems begin with the basic premise of wastewater collection followed by treatment and dispersal. There are several collection, pretreatment, treatment, final dispersal or water recycling options for communities as noted in the chart on page 9. Communities have a wide variety of options toprovide the best treatment in the most cost efficient manner. This guide will help communities begin sorting out the options. There are numerous examplesavailable of Minnesota communities providing community – wide services involving mechanical or pond systems, or separation technologies for treatmentfollowed by soil sub-surface, soil surface or surface water final dispersal. There are many examples of communities that allow individual, cluster (multi-home)systems or combinations using various options. Contact the University of Minnesota Extension Service or the Minnesota Pollution Control Agency to connect withcommunities with systems you may wish to explore.Communities facing wastewater infrastructure improvements have the difficult task of identifying the appropriate technologies to meet their needs. This tool maybe used to begin identifying some of the many choices available. The best fit for individual communities depends on many factors. These include assessing thecommunity needs, current situation, evaluating soils, drinking water availability and quality, evaluation of existing wastewater treatment systems, communityfactors such as anticipated growth, desired community goals, community values, financing options and management options.For help with this important first step in the planning process, refer to the University of Minnesota web site, http://septic.umn.edu, Communities section. Manyresources are listed, along with staff contact information.The first step is a community assessment, including detailed site evaluations and soils assessments. This will help communities determine which options may beviable. Assessments will help a community determine which options to focus upon and search out more detailed information. Communities will want to go throughthe assessment phase before looking at these technologies in detail. There is a checklist on page 10 to help communities track some options. This publication is aguide, not a detailed source of information on methods available. It is meant to help communities sort through options, determining where to focus time andenergy on more extensive research and knowledge gathering.All systems need management. In a single family home, the owner is usually responsible to see that management happens. For multi-home (cluster or municipal)systems and some individual systems in designated areas, a responsible management entity with legal authority and administrative capability is needed to providethe necessary services and be accountable. These legal entities form the “community structure” for the community. More entities are including individual onsitesystems in their management areas. Operation and maintenance of a system may be the most critical factor in a community’s success. Communities need toconsider ease of operation and maintenance costs including power supply, how the system will be managed, life-cycle costs and other factors. During the planningprocess, care must be taken to plan for appropriate operation and maintenance of the new or expanded system. Refer to the University of Minnesota Onsite SewageTreatment Program web site, http://septic.umn.edu for a matrix of community structure options.Note: some of the descriptors and terms used in this document are subjective to allow comparisons between technologies. No preferences are implied by thesestatements.Note: Minnesota Rules Chapter 7080, which governs most small community wastewater treatment options is in the process of being revised, and may impactinformation provided in this document. This rule change is targeted for completion in late 2007. An updated version of this document will be available after therevised rule is finalized.Updated 2/2007

Table of ContentsPage1. Standard single family home onsite soil-based sewage treatment systems: ISTS systemsa. Trench, Bed, Mound or At-Grade. 32. Wastewater Collection Systems: Preliminary Treatmenta. Conventional Gravity Sewer. 3b. Grinder Pump Pressure Sewer . 3c. Septic Tank Effluent Gravity (STEG) . 3d. Septic Tank Effluent Pump (STEP). 4e. Vacuum Sewer . 43. Regionalization or Combining with Another Community . 44. Secondary Treatment: Individual Systems or Decentralized (shared or cluster) Systemsa. Aerobic Treatment Unit . 4b. Constructed Wetland. 5c. Recirculating Media Filter . 5d. Single Pass Media Filter . 55. Mechanical Treatment Plants, Large Aerobic Treatment Units and Pond Systemsa. Secondary or Pre-Treatment Options for large clusters or municipal treatmenti. Activated Sludge. 5ii. Aerated Pond. 6iii. Rotating Biological Contactor . 6iv. Stabilization Pond or Lagoon. 6v. Trickling Filter. 6b. Final Treatment and Dispersali. Subsurface Land Discharge1. At-Grade Bed. 62. Mound. 73. Trench and Bed. 74. Drip Distribution. 7ii. Surface Water Discharge . 7iii. Surface Discharge to Land: Spray Distribution . 86. Holding Tank, Privy and Onsite Separation Technologya. Holding tank . 8b. Outhouse or Privy . 8c. Source Separation Toilet. 8d. Greywater Treatment System . 8e. Water Recycling System. 87. Summary of Treatment Options for Small Communities to Consider. 98. Choosing a System for Your Community: a Checklist. 109. Glossary . 1110. Sources of Information for this Publication. 1211. Graphics depicting in—ground and mound systems, Cluster Septic System and Mechanical Treatment Plant . 13Page 2 of 14

3TechnologyFeaturesAdvantagesLimitationsManagement and MaintenanceStandard single family home onsite sewage treatment systems: ISTS systemsWho designs: Minnesota licensed Designer.Who regulates: LGU following MPCA Code 7080 with local adaptations.Trench or BedMound orAt-GradeTechnology House plumbing goes to aseptic tank, then to soiltreatment system. Type of system is dependenton soil conditions and otherfactors; homeowner cannotchoose one over the other.Features Least expensive to install and Typically aremaintain.dependent on Most use gravity flow. Systems are flexible regarding sizing, homeownerknowledge andplacement, and material in trench.interest for proper More effective at removing nitrogenmanagement ofthan a trench or bed without additionsystem.of denitrification processes.Advantages Service (inspection; pumping if needed) by aMinnesota licensed ISTS professional at least every 3years or as required by LGU. Most are owner managed. Owner should check caps, look for surfacing effluent,manage water use, check for plumbing leaks. Tanks should have effluent screens.LimitationsManagement and MaintenanceWastewater Collection Systems: Preliminary TreatmentMethods of collecting wastewater from individual homes for a community or multiple home (cluster) systemWho designs: Qualified Minnesota Professional Engineer.Who regulates: Usually LGU if less than or equal to 10,000 gal. per day flow and subsurface discharge. MPCA if over 10,000 gal. per day or surface discharge. Over time pipes and manholes mayleak or crack, allowing rain and No individual septic tanks – all Low operation and maintenance needs.groundwater to enter system, resultingraw sewage is piped via gravityConventional Uses gravity, so few mechanical parts such asin infiltration and inflow issues.to treatment area.Gravitypumps. Limited by topography (need lift Typically uses 8” pipe in theSewer Relatively easy to expand system.stations where gravity does not work).street with manholes. More expensive due to deep trenchingin high water table or bedrock areas.GrinderPumpPressureSewerSeptic TankEffluentGravity(STEG) Cleaning and televising ofmainlines should beaccomplished on a regularschedule by a licensed operator. Convey solid wastes suspendedin wastewater by grindingsolids into small particles.Grinder pump typically locatedin 30 gal. pump stations forsingle homes. Typically uses 2 – 4” pipe. Uneven terrain and uphill collection possible. Fewer infiltration/inflow issues with smallerand shallower pipes. Relatively easy to expand system. Pump stations can be located in areas whereeasements are not required. Uses smaller sump tanks. More pump tanks. Topographic limitations. More hydraulic, mechanical, electricalissues. Solids settling in community septictanks may increase servicerequirements. Grinder pump maintenanceneeded. Problems can occur with theelectrical supply or pumps. Cleaning of sump chambersshould be done on a regularschedule. A system of septic tanks andsmall diameter collectionmains. Tanks may serve one or morehomes. Number of tanksimpacts system design. Typically uses 4” pipe in thestreet. Relatively easy to expand system.Lower operation and maintenance costs.Uses gravity, so fewer pumps.Uses cleanouts at the tanks.No access ports in street.Solids retained in septic tank, reducing theneed for mainline cleaning. Allows for easier diagnosis of problem users. Limited by topography – need liftstations where gravity flow notpossible. Leaking septic tanks may causeinfiltration issues. Septic tank on property undesirable tosome property owners. Inspection and service by aMinnesota licensed ISTSprofessional at least every 3years or as required by LGU.Page 3 of 14

TechnologyFeaturesAdvantagesLimitationsManagement and MaintenanceSeptic TankEffluentPump(STEP) Each home has its own septictank, or several homes may beconnected to large septic tank. Effluent flows by pressure outof septic tank into mainlines. Typically uses 2 – 4” pipe. Uneven terrain and uphill collection possible. Relatively easy to expand system. Solids are retained in septic tank so reducedcleaning of mainlines, treatment facility isneeded. Smaller pipe size, shallow depth of burial. Reduced infiltration/inflow. No access ports in street. Allows for easier diagnosis of problem users. Leaking septic tanks may causeinfiltration issues. Septic tank on property undesirable tosome property owners. Service by a Minnesota licensedISTS professional at least every3 years or as required by LGU. Effluent filter cleaning permanufacturer recommendations(typically annual). Pump replacement as required.VacuumSewer Valve pits located every 2-4homes. A small diameter pipecarries the effluent to a vacuumpump station. Typically uses 2 – 4” pipe. No power is required at valve pits.Leaks are minimal and easily detected.Shallow installation.No manholes.Useful for high water tables or rocky terrain. Not appropriate for areas with greaterthen 30 feet of elevation difference. Economically feasible for 80connections or more. Must be within 2 mi. of vacuum pump. Servicing, maintenance on aregular basis by a licensedoperator.Regionalization or Combining with Another Community:may include expanding an existing system in one or both communities, orestablishing a new joint system using any of the technologies listed in this document. Connect communities toexisting or building newwastewater treatment facilities. May utilize a treatment systemincluded in this document. May be higher service, connection Community ties into an existing facility – cancharges. Requires trained, licensed Large May require joint powers or annexationbe efficient for management issues.System Operator. May stimulate community growth.agreement. May stimulate community growth.Secondary Treatment: individual systems or decentralized systemsMost come between the septic tank and the final treatment/dispersal method. Most commonly, dispersal is via a soil—based treatment method.Who designs: Qualified Minnesota Professional Engineer or qualified MPCA licensed Designer, depending on system chosen, size and other factors.Who regulates: Usually LGU if less than or equal to 10,000 gal. per day flow. MPCA if over 10,000 gal. per day.AerobicTreatmentUnit (ATU) Aerobic treatment process is 10-20 timesfaster than anaerobic; more efficient. Uses aerobic microorganisms May be able to retrofit an existing system.to provide secondary treatment, Less space needs for pre-treatment than otherremoval of biodegradablesecondary treatment options.organics and suspended solids. Available for ISTS, cluster or municipal use. All types need an air supply to Option: can combine with membranes forcreate aerobic environment.advanced bacteria removal. Aeration chamber may contain Provide reliable secondary treatment.attached-growth (organisms Reduces the biomat in soil treatment area.attach to media) and/or May allow for higher loading rates in thesuspended-growthdispersal area.microorganisms (microbes May allow for wider range of soil types in thefloat freely and are settled).soil dispersal area. Media can be easily cleaned if plugged.Page 4 of 14 Prefers a steady supply of food tomaintain stable microbial population. ATU’s are sensitive to drain cleaners,antibiotics, antibacterial products. Limited nitrogen and phosphorusremoval with standard design. Additional components are needed forsignificant nitrogen or phosphorusremoval. Higher energy costs due to air source. Location of air source: consider noiseissues, temperatures, snow impacts. Attached growth systems can plug ifoverloaded with solids (may be due tolack of maintenance or issues withuse). Manufacturer of ATU requiresspecific management ofcomponents. Generally, Minnesota licensedISTS professional typicallyprovides bi-annual or quarterlymonitoring for individualsystems. Cluster systems –generally more often servicerequirements. Generally, higher maintenancecosts and more intensivemanagement needed than someother pre-treatment choices. Must follow 7080 or localgovernment requirements.

TechnologyConstructedWetlandFeatures Lined, constructed area usesanaerobic bacteria to treatwastewater. Cell is filled with 20-24” solidmedia – usually gravel. Wetland vegetation is planted. Used to recreate the treatmentprocesses that occur in naturalwetlands.AdvantagesLimitationsManagement and Maintenance Microorganisms, media and plants providesecondary treatment. Appropriate option for communities orindividuals where adequate affordably pricedland is available. Wetlands have esthetic appeal. Provide easier operation than some types. Provide reliable treatment. Reduces the biomat in soil treatment area. May allow for higher loading rates in thedispersal area. May allow for wider range of soil types in thesoil dispersal area. Larger land requirements than othermedia filter systems. More susceptible to freezing – must bedesigned for temperature control. Vegetation needs to be managedincluding plant diversity, weedmanagement; re-planting if necessary. Vegetation needs to be harvested ifnutrient removal is a goal. Full treatment capability not reacheduntil vegetation is established. Media may plug if overloaded withsolids due to issues with use or lack ofmaintenance. May require higher frequency ofmaintenance than other options. Generally, Minnesota licensedISTS professional typicallyprovides annual monitoring forindividual systems. Clustersystems – generally more oftenservice requirements. Must follow 7080 or localgovernment requirements. Designed and operated for advanced nitrogen Generally, Minnesota licensedremoval. Use a sand, gravel, peat orISTS professional typically Some systems send effluent back to septicsynthetic textile filter with aprovides annual monitoring fortank versus recirculating tank for increased Requires more pumps and controls thanrecirculation tank.individual systems. Clusterdenitrification.single pass media filters, increasingsystems – generally more oftenRecirculating Mixes a portion of filtered Smaller land area requirement.management requirements.effluent with incoming effluentMedia Filterservice requirements. Provide reliable secondary treatment. Media may plug if overloaded withfrom the septic tank.(RMF) Manufacturer of pre-treatment Reduces the biomat in soil treatment area.solids due to issues with use or lack of Effluent passes through theunit requires specific component May allow for higher loading rates in themaintenance.filter several times before goingmanagement.dispersal area.to pressurized soil treatment. Must follow 7080 or local May allow for wider range of soil types in thegovernment requirements.soil dispersal area.Single PassMedia Filter(SPMF) Use natural, mineral orsynthetic media such as sand,gravel or peat; in lined cells, orprefabricated containers. Wastewater is treated as itmoves over the media surfaces.Harmful organisms and organicmaterial are removed from thewastewater in the media filter. Typically have effluent filter,pumps, control panel. Ease of operation and easier start up. Effective for removing organic matter andpathogens. Provide reliable secondary treatment. Reduces the biomat in soil treatment area. May allow for higher loading rates in thedispersal area. May allow for wider range of soil types in thesoil dispersal area.Page 5 of 14 Peat deteriorates over time – must bereplaced. Requires dosing pumps, timers andcontrols. Can require more area than ATU orRMF options. Media may plug if overloaded withsolids due to issues with use or lack ofmaintenance. Generally, Minnesota licensedISTS professional typicallyprovides annual monitoring forindividual systems. Clustersystems – generally more oftenservice requirements. Manufacturer of pre-treatmentunit requires specificmanagement of components. Must follow 7080 or localgovernment requirements.

TechnologyFeaturesAdvantagesLimitationsManagement and MaintenanceMechanical (Municipal) Treatment Plants, Large Aerobic Treatment Units and Pond SystemsPreliminary Treatment – Physical separation (removal of materials such as debris, rocks, etc.). Impacted by type, number of septic tanks, if any.Primary Treatment– Separate solids from effluent via a variety of methods such as sedimentation tanks that use filtration and settling procedures.Secondary Treatment– An aerobic, biological process designed to remove nutrients, especially ammonia. Includes the methods listed below, andthe pre-treatment options listed above (usually called “pre-treatment” when discussing onsite treatment methods; secondary treatment in municipal).Tertiary Treatment– Additional treatment to remove a specific nutrient (Phosphorus or nitrogen), reduce Biological Oxygen Demand (BOD), Total Suspended Solids (TSS).BOD and TSS should be 30 mg/l. and/or pathogens.Final dispersal– Soil based or surface water discharge. Requires NPDES/SDS permit from the MPCA. Most systems create sludge, which must be dispersed.Who designs: Qualified Minnesota licensed Professional Engineer.Who regulates: MPCA for all surface water discharges. Requires MPCA professional operator license, based on technology chosen.Secondary or Pre-Treatment Wastewater Treatment Options for large clusters or municipal treatment. Typically, thesemethods utilize surface-water discharge methods, some use soil-based methods. See previous section for additional pre-treatment options.ActivatedSludge Functions similar to aerobic Requires the smallest space of the municipaltreatment unit – is much larger.options. Often called “Package plant.” Mechanical aeration providesoxygen for treatment. Discharge may be continuousAerated Pond or spring/fall, depending onreceiving waters and permits. Typically use surface waterdischarge.RotatingBiologicalContactor An aerobic treatment unit. Media disks pick upwastewater as they rotatethrough the wastewater. Organisms use organic matterin wastewater for food. Used by many smallcommunities. Consist of largelagoon cells about 9’ deep foroxidation of organics andStabilizationsettling, then a dischargePondmethod – typically spring/fall(Lagoon)discharge to surface waters. Ponds use microbes existingnaturally in water for treatment. High sampling and management costs. More mechanical parts. May be higher noise, odor concerns. Requires a disinfection process forpathogen removal. Usually not suitable for high flowfluctuations. Smaller footprint (since it is deeper) – smallerland requirement. Has more mechanical parts so highermanagement needs. Ammonia removal is more consistent than Provides medium performance level.other choices. Usually are fewer odor issues than other Higher energy costs.choices. Medium management costs. Medium – high performance levels. Higher energy costs – a mechanicalsolution. Lower capitol installation costs than someother choices. Lower operational requirements than otherlarge systems. Reduced sludge dispersal issues. Uses natural disinfection process. Non-mechanical solution. Solids are stored in the ponds until disposal. Larger land requirements. May have higher algae concentrations– may impact surface water discharge. May have seasonal odor control issues. May be aesthetic issues. Lower quality discharge. Low performance system. Higher risk for public safety issues.Page 6 of 14 Requires a trained, licensedLarge System Operator. Most need monitoring on afrequent basis.

TechnologyFeaturesTricklingMedia Filter Wastewater is distributed overaerated media; trickles down. Have a settling basin (clarifier)to capture solids.Advantages Low – medium management costs. Medium performance levels. Same principle as media filters.LimitationsManagement and Maintenance More likely to have odor problems Need a building for temperature, odorcontrol, mechanical components.Final Treatment and DispersalWho designs: Qualified Minnesota Professional Engineer or qualified, MPCA licensed Designer, depending on system chosen, size and other factors.Who regulates: Usually LGU if less than or equal to 10,000 gal. per day flow. MPCA if over 10,000 gal. per day.Subsurface Land DischargeAt-GradeBed Use pressure dosing into a rock Higher level of maintenance than trenchesbed.due to pumps. Community systems may use a Common system with much experience,series of at-grades.expertise available. Large land area requirement. Require pumps, controls. Has potential for groundwatermounding. Requires soil conditions with adequateseparation (greater than 3 feet). Backup site needed for replacement. Servicing by a Minnesotalicensed ISTS professional atleast every 3 years or as requiredby LGU for individual systems,more frequently for clustersystems. Check caps, look for surfacingeffluent, manage water use andwatch for leaks in householdplumbing. It is recommended that cluster orcommunity systems have a legalentity for management. This isrequired if the communityreceives public funding.Mound Creates separation by addingclean sand above ground. Community systems may use aseries of mounds. More effective at removing nitrogen thanother choices without addition ofdenitrification processes. Higher level of maintenance than trenchesdue to pumps. Common; experience and expertise available. Large land area requirement. Requires soil conditions with adequateseparation (greater than 1 foot). Backup site needed for replacement. Require pumps and controls. Potential for ground water mounding.Trench andBed Used when there is sufficientunsaturated and permeable soilbeneath the drain field, andadequate space for the system. Community systems may use aseries of trenches. May use rock, chambers orgravelless pipe in the trenches. Least expensive to install and maintain – canuse gravity flow (some systems – especiallylarger community systems are pressurized). Systems are flexible for sizing, placement. Effective at removing pathogens, phosphorusand ammonia. Lower installation and maintenance costs. Large land area requirement. Requires soil conditions with adequateseparation (greater than 5 feet). Backup site needed for replacement. Require pumps, controls if pressurized. Potential for ground water mounding.Shallow, uses soils more likely to be aerobic.Maximizes use of evapo-transpiration.Timed dosing prevents over-saturation.More uptake by plants since is shallow.Can be used in more slowly permeable soilssuch as in wooded areas, allowingcommunities to preserve natural areas. Encourages water re-use. More nutrient reduction than some methods. Monitor regularly for plugging Effluent must be well filtered – smalland freezing issuesholes in piping plug easily. Check caps, look for surfacing Shallow, so can be freezing issues ineffluent, manage water use andthe pipes.watch for leaks in household Rodents can cause problems.plumbing. Requires proper installation to prevent Inspection and servicing by afreezing.Minnesota licensed ISTS Maintenance is critical to success.professional. Typically, annually Additional management needs if manyor more frequently for clusterhomes are unoccupied in winter – moresystems.susceptible to freezing.DripDistribution Generally follows secondarytreatment systems. Always has an effluent filter inthe design. Disperses wastewater over alarge subsurface area; adding tosoil slowly and shallowly. Page 7 of 14

TechnologyFeaturesAdvantagesLimitationsManagement and MaintenanceSurface Water DischargeSurfaceWaterDischarge Discharges into a local surfacewater body - usually a river,ditch or stream. Requires NPDES/SDS Permitfrom MPCA (see glossary). Requires acceptable receiving watersclose to the treatment area. Receiving waters can accept large flows. Higher management requirements. Do not need soil on site to accept wastewater. Additional disinfection may requirechlorination or UV methods. MPCA Licensed Operator. Regular testing by licensedoperator to ensure permitrequirements are being met; highmaintenance requirements.Surface Discharge to Land Discharges to a land surface via Maximizes use of evapo-transpiration.SprayDistributionirrigation

Introduction to Wastewater Treatment Options for Small Communities All wastewater treatment systems begin with the basic premise of wastewater collection followed by treatment and dispersal. There are several collection, pre-treatment, treatment, final dispersal or water recycling options for communities as noted in the chart on page 9.

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