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

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7.2.3.5 Maintenance<br />

A well-designed <strong>and</strong> constructed seepage pit requires no routine mainte-<br />

nance. However, failure ocassionally occurs. Pumping <strong>and</strong> resting is<br />

the only reasonable rehabilitation technique available.<br />

7.2.4 Mound <strong>Systems</strong><br />

7.2.4.1 Description<br />

The mound system was originally developed in North Dakota in the late<br />

1940's where it became known as the NODAK disposal system (23). The<br />

mound was designed to overcome problems with slowly permeable soils <strong>and</strong><br />

high water tables in rural areas. The absorption bed was constructed in<br />

coarse gravel placed over the original soil after the topsoil was re-<br />

moved. Monitoring of these systems revealed that inadequate treatment<br />

occured before the groundwater was reached, <strong>and</strong> seepage often occurred<br />

during wet periods of the year. Successful modifications of the design<br />

were made to overcome these limitations (4). Mound systems are now used<br />

under a variety of conditions.<br />

A mound system is a soil absorption system that is elevated above the<br />

natural soil surface in a suitable fill material. The purpose of the<br />

design is to overcome site restrictions that prohibit the use of conven-<br />

tional soil absorption systems (4)(24). Such restrictions are: (1)<br />

slowly permeable soils, (2) shallow permeable soils over creviced or<br />

porous bedrock, <strong>and</strong> (3) permeable soils with high water tables. In<br />

slowly permeable soils, the mound serves to improve absorption of the<br />

effluent by utilizing the more permeable topsoil <strong>and</strong> eliminating con-<br />

struction in the wetter <strong>and</strong> more slowly permeable subsoil, where smear-<br />

ing <strong>and</strong> compaction are often unavoidable. In permeable soils with<br />

insufficient depth to groundwater or creviced or porous bedrock, the<br />

fill material in the mound provides the necessary treatment of the<br />

wastewater (see Figure 7-10).<br />

The mound system consists of: (1) a suitable fill material, (2) an ab-<br />

sorption area, (3) a distribution network, (4) a cap, <strong>and</strong> (5) top soil<br />

(see Figure 7-11). The effluent is pumped or siphoned into the absorp-<br />

tion area through a distribution network located in the upper part of<br />

the coarse aggregate. It passes through the aggregate <strong>and</strong> infiltrates<br />

the fill material. <strong>Treatment</strong> of the wastewater occurs as it passes<br />

through the fill material <strong>and</strong> the unsaturated zone of the natural soil.<br />

The cap, usually a finer textured material than the fill, provides frost<br />

protection, sheds precipitation, <strong>and</strong> retains moisture for a good vegeta-<br />

tive cover. The topsoil provides a growth medium for the vegetation.<br />

239

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