The following shall appear on or with all plans and specifications for pressure distribution systems submitted for review:

1. (a) All calculations for pressure distribution, calculated in accordance with either:

   1. (1) “Small Scale Waste Management Project: Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems” by Richard J. Otis, University of Wisconsin-Madison (January 1981), available as noted in Appendix B; or
   2. (2) “Pressure Distribution Network Design”, James C. Converse, University of Wisconsin-Madison (January 2000), available as noted in Appendix B;
2. (b) All details for network layout;
3. (c) Pump and pump station, or siphon details;
4. (d) Network drainage to avoid freezing potential;
5. (e) All construction methods for basal area preparation; and

6. (f) Inspection and construction requirements, as follows:

   1. (1) “Basal area preparation to be inspected by system designer prior to fill placement. An inspection report shall be submitted to the regional inspector at the time of final inspection.”;
   2. (2) “Caution to be exercised during fill placement/site preparation to avoid compaction or smearing of infiltrative surface.”; and
   3. (3) “Maintain 8-12 inches of fill between equipment tracks and prepared surface.”

Source. (See Revision Notes #1 and #2 at chapter heading for Env-Wq 1000) #11184, eff 10-1-16; ss by #14486, eff 2-1-26, EXPIRES: 2-1-36