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

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In summary, the final network design consists of four 32-ft laterals l-<br />

l/4 in. in diameter (two on each side of a 3-in. diameter center mani-<br />

fold. The inverts of the laterals are perforated with l/4-in. holes<br />

spaced every 30 in.<br />

90 Other Distribution Networks<br />

Several other distribution network designs are occasionally used, Among<br />

these are the inverted network <strong>and</strong> leaching chambers. While users of<br />

these networks claim they are superior to conventional networks, compre-<br />

hensive evaluations of their performance have not been made.<br />

Inverted Network: This network uses perforated pipe with the holes lo-<br />

cated in the crown rather than near the invert (32). This arrangement<br />

is designed to provide more uniform distribution of wastewater over a<br />

large area, <strong>and</strong> to prolong the life of the field by collecting any set-<br />

tleable solids passing out of the septic tank in the bottom of the pipe.<br />

Water-tight sumps are located at both ends of each inverted line to fa-<br />

cilitate periodic removal of the accumulated solids.<br />

Leaching Chambers: In place of perforated pipe <strong>and</strong> gravel for distri-<br />

bution <strong>and</strong> storage of the wastewater, this method employs open bottom<br />

chambers. The chambers interlock to form an underground cavern over the<br />

soils' infiltrative surface. The wastewater is discharged into the cav-<br />

ern through a central weir, trough, or splash plate <strong>and</strong> allowed to flow<br />

over the infiltrative surface in any direction. Access holes in the<br />

roof of the chamber allow visual inspection of the soil surface <strong>and</strong><br />

maintenance as necessary. A large number of these systems have been in-<br />

stalled in the northeastern United States (see Figure 7-33).<br />

7.2.8.2 Materials<br />

Three to 4-in. (8- to lo-cm) diameter pipe or tile is typically used for<br />

nonpressurized networks. Either perforated pipe or 1-ft (30 cm) lengths<br />

of suitable drain tile may be used. The perforated pipe commonly has<br />

one or more rows of 3/8- to 3/4-in. (l.O- to 2.0-cm) diameter holes.<br />

Hole spacing is, ,not critical. Table 7-15 can be used as a guide for<br />

acceptable materials for nonpressurized networks.<br />

Plastic pipe is used for pressure distribution networks because of the<br />

ease of drilling <strong>and</strong> assembly. Either PVC Schedule 40 (ASTM D 2665) or<br />

ABS (ASTM 2661) pipe may be used.<br />

296

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