New Jersey Administrative Code
Title 7 - ENVIRONMENTAL PROTECTION
Chapter 9A - STANDARDS FOR INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEMS
Appendix A

Current through Register Vol. 56, No. 6, March 18, 2024

FIGURES 1 THROUGH 26

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Computed for plastic pipe only. The Hazen-Williams equation was used to compute headlosses through each segment (Hazen-Williams C = 150). The maximum manifold length for given lateral discharge rate and spacing was defined as that length at which the difference between the heads at the distal and supply ends of the manifold reached 10 percent of the head at the distal end.

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HISTORY

Amended by R.1993 d.294, effective June 21, 1993.

See: 24 N.J.R. 1987(a), 25 N.J.R. 2704(b).

Amended by R.1999 d.314, effective September 20, 1999.

See: 31 N.J.R. 1416(a), 31 N.J.R. 2741(a).