Presentation Transcript
Slide1 :
Household Wastewater Systems
Mike Kizer
OSU Extension Biosystems & Agricultural Engineering
Slide2 : Typical Waste Water System Well Renovated Wastewater
Wastewater System Regulation : Wastewater System Regulation Regulatory agency in Oklahoma is: Department of Environmental Quality (DEQ) 707 N. Robinson, OKC (Tel: 405-702-6100)
DEQ field offices in many counties Check local listing under: Oklahoma – State of –
Regulations are outlined in Title 252 of Oklahoma Administrative Code, Ch. 641
DEQ wastewater system website: http://www.deq.state.ok.us/ECLSnew/septic.htm
Minimum Lot Size for Wastewater Disposal Systems : Minimum Lot Size for Wastewater Disposal Systems
Wastewater System Separation Distances(distance in feet) : Wastewater System Separation Distances (distance in feet)
Wastewater System Components : Wastewater System Components Water-tight sewer lines
Septic tank
Disposal system
Subsurface drain field
Absorption trenches
Infiltration chambers
ET/Absorption trenches
Aerobic system with sprinkler
Total retention lagoons
Pre-approved alternative disposal systems
Slide7 :
Household Plumbing Sewer and Vent System
Sewer lines in the house collect waste water for conveyance to the septic tank
Roof vents and the traps under sinks, tubs, showers, toilets and wall/floor drains prevent sewer gas from entering the house. Screen vent pipe opening to prevent blockage by birds, squirrels, etc. Main Sewer Pipe
Septic Tank : Septic Tank All household wastewater systems will have a septic tank
Microbial action digests solid wastes
Liquids flow through tank to disposal area
Tank size
1000 gallon liquid capacity (4-BR house or less)
Add 250 gallons per additional bedroom
Slide9 : House Foundation
Typical Septic Tank Installation
Two-Chamber Tank Baffles
Wastewater Piping Materials : Wastewater Piping Materials Water-tight Sewer Conveyance Lines
Cast iron
PVC (Sch. 40 is preferred weight)
Transite (asbestos-cement)
Orangeburg (paper-tar product: old houses)
Drain Field Lines
Perforated PVC
Polyethylene infiltration chambers
Clay tile (old houses)
Effluent Disposal Area Options : Effluent Disposal Area Options Absorption field
Absorption trenches
Infiltration chambers
ET/Absorption trenches
Lagoons
Aerobic systems
Authorized alternative systems
Subsurface Absorption Field Approval : Subsurface Absorption Field Approval Percolation Test
3 test holes in drainage area perc at a rate of 60 min/inch of water or faster
Soil Profile Description
3 test holes without any of the following:
(1) impervious material (bedrock, clay pan)
(2) water saturated soil (discoloration)
(3) loamy coarse sand or coarser soil, or
(4) sandy clay or finer soil
Slide13 : The size and type of waste water disposal system is very dependent on the soil at the building site. Even before a percolation test or soil profile evaluation you can get an idea of site suitability from the county soil survey.
Slide14 : Cross-Section of Subsurface Absorption Trench Perforated Pipe 8-ft minimum distance to center of next trench
Slide15 : 150’ MAX.
Slide16 : Lateral lines following the slope contour 150’ max. length
Slide17 : Infiltration Chambers Polyethylene infiltration chamber has 100% open volume vs. 50% for gravel-filled absorption trench Corrugated design gives strength to support ground traffic over its 2-ft width Chamber cost per unit length is approximately equal to unit cost of perforated PVC pipe, plus gravel and installation
ET/Absorption Trench System : ET/Absorption Trench System Used when soil percolation rate is too slow for ordinary subsurface absorption trenches
Uses evapotranspiration (ET) of grasses plus soil absorption to dispose wastewater
Plant a mix of cool and warm season grasses for year-round ET
Slide19 : Cross-Section of ET/Absorption Trench
Cool-Warm Season Grass Mixture Perforated Pipe
Lagoons : Lagoons Used when soil percolation rate is too slow for soil absorption systems
Require 2 ½ acre minimum lot size
Fencing required around the lagoon
Size based on house size, and rainfall and evaporation of geographic zone
Must retain all wastewater (no overflow)
Slide21 : 3
1 Typical Lagoon Installation 5 ft max. 7 ft 4 ft Concrete Pad 1 ft min. 2.5 acre minimum lot size required
4-ft high fence required
lagoon size based on house size and local rainfall
Slide22 : Location & Lagoon Size
The required size of total retention waste water lagoons (because of their annual hydraulic balance) makes them less desirable the farther east you build in Oklahoma.
Aerobic Systems : Aerobic Systems Used to treat septic tank effluent where subsurface disposal is not possible
Bubbling air through effluent supports aerobic bacteria for further digestion
Exposure to oxygen kills most pathogens
Chlorination allows surface land application of wastewater through sprinklers
Slide24 : (Septic Tank) Onsite Aerobic Treatment System Onsite aerobic treatment systems treat septic tank effluent further by aerobic digestion, chlorination to kill pathogens, and surface application through a spray head sprinkler system.
Slide25 : Typical Aeration Chamber of Aerobic Treatment System DIFFUSER EFFLUENT FROM SEPTIC TANK WASTEWATER TO CHLORINATOR & SPRINKLERS
Slide26 : Stack-Feed Contact Tablet Chlorinator Chlorine Tablet Feed Tubes Ca(OCl)2 Tablets Effluent Inlet Effluent Outlet
Slide27 : Pump Chamber and Surface Application System Pump
Pump Control & Alarm Floats Access Hatch Spray Heads
Finding Waste Water System Components : Finding Waste Water System Components Waste water components are normally downhill from the house (gravity flow)
Septic tank can be no less than 5 feet, and is normally no more than 50 feet from house
Two-way sanitary sewer clean-outs located:
Within 5 feet of the house
Within 5 feet of every bend greater than 45º
Every 100 feet of straight sewer line
Grass over septic tank may be brown in summer
Grass over drain field will be greener in summer
Slide29 : Clean-outs on main sewer line Locating Waste Water System Components
Slide30 : Sewer system roof vents 4-inch roof vent on main sewer line 2 1/2-inch roof vent on branch line Locating Waste Water System Components
Slide31 : Largest roof vent on main sewer line Clean-outs on main sewer line exiting house Locating Waste Water System Components
Regular green stripes in a dry lawn are the lateral lines : Regular green stripes in a dry lawn are the lateral lines
Household Water Use : Household Water Use Typical Usage: 50-100 gallons/person-day
Clothes washer: 30-50 gallons/load
Dishwasher: 7-15 gallons/load
Garbage Disposal: 4 - 6 gallons/day
Shower/Bathtub: 25-60 gallons/use
Ordinary toilet: 1.6 - 5 gallons/flush
Water softener: 50-100 gallons/regeneration
Septic System Additives : Septic System Additives Biological
Bacteria
Yeast
Enzymes
Combination Chemical
Acids
Bases
Organic Solvents
Flocculants
Biological Additives : Biological Additives Will not eliminate need for tank pumping
20% of sludge is inorganic (indigestible)
Billions of bacteria live in septic tanks-- a few million more have little effect
If natural bacteria have been killed, added bacteria will die also
Normal population is restored in 30-60 hours even if 99.99% has been killed
Maximum Safe Levels of Cleaners(Single dose in 1000-gallon septic tank) : Maximum Safe Levels of Cleaners (Single dose in 1000-gallon septic tank) Bleach (5.25% Cl): 1.3 gallons
Cleansers/Disinfectants: 2.5 gallons
Drain Cleaners: 0.65 ounces
Chemical Additives : Chemical Additives Strong Acids and Bases
Disrupt normal tank biological activity
Harm soil structure in drain field
Organic Solvents
Clean thin layers of sewer line build-up
Contaminate ground water
Annual Cost of AdditivesAmherst, MA Retailers Study - 1989(using manufacturer’s recommended rates) : Annual Cost of Additives Amherst, MA Retailers Study - 1989 (using manufacturer’s recommended rates) Biological (11): $19.75/yr
Solvents (3): $78.00/yr
Acid/Base (8): $13.48/yr
Annualized Pumping Cost(USPHS Pumping Frequency Estimate) $150 Pumping Cost for 1000-gal tank : Annualized Pumping Cost (USPHS Pumping Frequency Estimate) $150 Pumping Cost for 1000-gal tank
Septic System AdditivesConclusions : Septic System Additives Conclusions Biological additives are harmless but of little use
Chemical additives can damage septic system and contaminate ground water
Don’t use if active ingredients are unspecified
Annualized cost of additives is about the same as for tank pumping on recommended schedule
“These products make a lot of money for the people that sell them.”
Waste Water System FailuresCommon Causes : Waste Water System Failures Common Causes Hydraulic overloading (too much water)
Solids migration to drain field
Failure to pump tank on schedule
Baffle failure
Root intrusion into sewer lines
Traffic damage to drain field
Garbage disposal overuse
Reducing Hydraulic Loading : Reducing Hydraulic Loading Equipment Adjustments
Low flow toilets (1.6 gpf and 0.6 gpf)
Water-saving showerheads
Front-loading washing machines
Lifestyle Adjustments
Shower vs. bath
Distribute laundry loads throughout week
Distribute bathing morning & evening
Full loads only for washer & dishwasher
Root Damage : Root Damage Plant no trees or shrubs near sewer lines
Copper sulfate to kill tree/shrub roots
Treatment is not toxic to plants
Once intruding roots are killed, absorption ends
Add ½ cup of crystals to distribution box or to cleanout downstream from septic tank
If added through toilet, 2 pounds of crystals are needed (not harmful to tank bacteria)
See OSU CR-6428 for more information
Traffic Damage : Traffic Damage No vehicle parking over drain field
No vehicle traffic except lawn mowers
No traffic at all if ground is saturated
Solids & Drain Fields : Solids & Drain Fields Solids must be retained in septic tank
Baffles should be inspected when tank is inspected or pumped
Use of additives that “liquefy” sludge and scum can lead drain field failure
Septic tanks: like fuses in electrical wiring (failure in controlled location; cheap to fix)
Garbage Disposals : Garbage Disposals Add to hydraulic load (running water)
Add to solids (more frequent pumping)
Poorer digestion environment
(Carbon:Nitrogen ratio is more unfavorable)
Water Softeners & Septic Systems : Water Softeners & Septic Systems Salt does not affect septic tank functioning
Added hydraulic load (regeneration water)
Use water meter or sensor controlled regeneration rather than time clock alone
Added sodium can affect marginal drain fields (dispersal of clays slows perc rate)
Use potassium chloride (KCl) salt if a problem
Slide48 : On-Site Wastewater System Resources MWPS-24 Home*A*Syst OK DEQ Ch. 641
Onsite Domestic Sewage Worksheet #3 www.deq.state.ok.us
Disposal Handbook
Slide49 : If you don’t maintain your on-site wastewater system, it will demand your attention when it is most inconvenient.
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