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Onsite wastewater systems are the sole means for the treatment and disposal of
wastewater generated from sites without the benefit of public sewerage.There are a number of combinations of treatment and disposal systems which can be used for the treatment and disposal of such wastes.
The optimal type of treatment and disposal system is a function of both the regulatory
requirements and site conditions. Such conditions include the soil type (e.g., clay, rock, sand); steepness of slope; depth to seasonal groundwater; setback to prominent site features (e.g., creeks and banks); size and shape; and whether it is already developed (e.g., a repair). |
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There are several methods which can be utilized for the onsite treatment of sewage. The
choice of the treatment mode is based upon site conditions and availability of area for the treatment system. In selecting the mode of treatment, the issue of paramount concern is the importance of organic constituent removal. This is especially important in specifying systems for sites with lower permeable soils (e.g., clay), and where the area available for leachfield is limited. |
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Treatment Modes Selected Features
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Septic Tank
Effluent Filter
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Least expensive / removes 40 - 60% of the organic and suspended matter
Inexpensive / improves performance of septic tank to approximately 60 - 80% removal
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Advanced Treatment ("Pre-Treatment")
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Aerobic Treatment Unit
Sand Filter
Nitrate Removal Systems
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Least Expensive / substantially smaller than a sand filter / up to 95% removal
Most expensive / largest treatment system in size / up to 905 removal
New technology / recirculating sand filter, some proprietary systems
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There are many ways in which to properly dispose of onsite treated wastewater. In the
Greater San Francisco Bay Area, and much of Northern California, all onsite generated residential sewage must be assimilated through some method of subsurface application. As in the mode of treatment, the type of disposal system is predicated on site conditions. |
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Disposal Systems Selected Features
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Standard Trench ("Standard System")
Pressure Distribution ("PD" System)
Sand-Filled Mound ("Wisconsin
Mound")
At-Grade Mound
Drip Irrigation
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Least Expensive / typically used with septic tanks
Perforated pipes are placed in shallow or standard trenches
Perforated pipes are placed on 12" of sand, covered w/ soil
Perforated pipes are placed on undisturbed earth and covered w/ soil
New Technology / least expensive of all drain fields / must use advanced treatment
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Some typical applications of treatment and disposal methodologies are presented below.
Remember, there are always exceptions. |
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Site Conditions Types of Systems
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Adequate depth of soil and depth to seasonal groundwater
High seasonal groundwater
Low permeable soils - Level site
Low permeable soils - Sloped site
Repair (with poor soils) - Larger parcel
Repair (with poor soils) - Smaller parcel
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Septic tank and standard trench system
Sand- filled mound, At- grade mound with advanced treatment ,
Shallow PD system with /without advanced treatment,
Drip irrigation with aerobic treatment
Sand- filled mound, At- grade mound with advanced treatment,
Shallow PD system with /without advanced treatment,
Drip irrigation with aerobic treatment
PD system with /without advanced treatment,
At- grade mound with /without advanced treatment,
Drip irrigation with aerobic treatment
PD system with /without advanced treatment,
At- grade mound with /without advanced treatment,
Sand- filled mound, Drip irrigation with aerobic treatment
PD system with advanced treatment unit,
At- grade mound with advanced treatment,
Drip irrigation with aerobic treatment
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PREPARED BY: Storm C. Goranson, P.E., R.E.H.S., R.E.A.
Former Staff Engineer - State Regional Water Quality Control Board
Former Public Health Engineer - County Health Department
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1 The need for advanced treatment is dependent on the proximity of the surface at which sewage is applied to high
seasonal groundwater. |
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Environmental Engineering Associates
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Environmental Engineering Associates
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