25.10.2013 Views

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

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

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

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

area (19). This design allows flexibility in operation. Two beds are<br />

always in operation, providing 100% of the needed i-nfiltrative surface.<br />

The third field is alternated in service on a semi annual or annual<br />

schedule. Thus, each field is in service for one or two years <strong>and</strong><br />

"rested" for 6 months to one year to rejuvenate. The third field also<br />

acts as a st<strong>and</strong>by unit in case one field fails. The idle field can be<br />

put into service immediately while a failed field is rehabilitated.<br />

Larger systems should utilize some dosing or uniform application to<br />

assure proper performance.<br />

7.2.3 Seepage Pits<br />

7.2.3.1 Description<br />

Seepage pits or dry wells are deep excavations used for subsurface dis-<br />

posal of pretreated wastewater. Covered porous-walled chambers are<br />

placed in the excavation <strong>and</strong> surrounded by gravel or crushed rock (see<br />

Figure 7-9). <strong>Wastewater</strong> enters the chamber where it is stored until it<br />

seeps out through the chamber wall <strong>and</strong> infiltrates the sidewall of the<br />

excavation.<br />

Seepage pits are generally discouraged by many local regulatory agencies<br />

in favor of trench or bed systems. However, seepage pits have been<br />

shown to be an acceptable method of disposal for small wastewater flows<br />

(21). Seepage pits are used where l<strong>and</strong> area is too limited for trench<br />

or bed systems; <strong>and</strong> either the groundwater level is deep at all times,<br />

or the upper 3 to 4 ft (0.9 to 1.2 m) of the soil profile is underlain<br />

by a more permeable unsaturated soil material of great depth.<br />

7.2.3.2 <strong>Site</strong> Considerations<br />

The suggested site criteria for seepage pits are similar to those for<br />

trench <strong>and</strong> bed systems summarized in Table 7-l except that soils with<br />

percolation rates slower than 30 min/in. (12 min/cm) are generally ex-<br />

cluded. In addition, since the excavation sidewall is used as the<br />

infiltrative surface, percolation tests are run ineach soil layer en-<br />

counted. Maintaining sufficient separation between the bottom of the<br />

seepage pit <strong>and</strong> the high water table is a particularly important con-<br />

sideration for protection of groundwater quality.<br />

235

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!