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On-Site Wastewater Treatment and Disposal Systems - Forced ...

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The treatment objective for nitrogen <strong>and</strong> phosphorus in wastewater is<br />

dependent upon the ultimate means of disposal. Surface water quality<br />

objectives may require limitations of total phosphate, organic <strong>and</strong><br />

ammonia nitrogen, <strong>and</strong>/or total nitrogen. Subsurface water quality<br />

objectives are less well developed, but may restrict nitrate-nitrogen<br />

<strong>and</strong>/or total phosphate.<br />

6.6.1.2 Application of Nutrient Removal Processes to <strong>On</strong>site<br />

<strong>Treatment</strong><br />

There are a number of nutrient removal processes applicable to onsite<br />

wastewater treatment, but there are very little data on long-term field<br />

applications of these systems. In-house wastewater management through<br />

segregation <strong>and</strong> household product selection appears to be the most<br />

practical <strong>and</strong> cost-effective method for nitrogen <strong>and</strong> phosphorus control<br />

onsite. Septic tanks may remove a portion of these nutrients as flot-<br />

able <strong>and</strong> settleable solids. Other applicable chemical, physical, or<br />

biological processes may also be employed to achieve a given level of<br />

nutrient removal. Although these supplemental processes may be very<br />

effective in removing nutrients, they are normally complex <strong>and</strong> energy<br />

<strong>and</strong> labor intensive.<br />

Since the state-of-the-art application of onsite nutrient removal is<br />

limited, the discussion that follows is brief. Processes that may be<br />

successful for onsite application are described. Acceptable design,<br />

construction, <strong>and</strong> operation data are presented where they are available.<br />

6.6.2 Nitrogen Removal<br />

6.6.2.1 Description<br />

Table 6-26 outlines the potential onsite nitrogen control options. In<br />

many instances, these options also achieve other treatment objectives as<br />

well, <strong>and</strong> should be evaluated as to their overall performance. The<br />

removal or transformation of nitrogen within the soil absorption system<br />

is described fully in Chapter 7.<br />

6.6.2.2 In-House Segregation<br />

Chapter 4 provides a detailed description of the household wastewater<br />

characteristics <strong>and</strong> sources of these wastewaters. Between 78 <strong>and</strong> 90% of<br />

the nitrogen in the wastewater discharged from the home is from toilets.<br />

Separation of toilet wastewaters would result in average nitrogen levels<br />

185

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