Appendix A - Illustrations and Exhibits
- Plan View of a Mound Utilizing Two Trenches as the Absorption Area
- Cross-Section of a Mound Using Trenches for the Absorption Area
- Plan View of a Mound Utilizing a Bed as the Absorption Area
- Cross-Section of a Mound Using a Bed for the Absorption Area
- Mound Distribution System
- Typical Pumping Chamber
- Tee-To-Tee Lateral/Manifold Construction
- Dosing Frequencies for Various Soil Textures
- Maximum Manifold Length (ft) for Various Manifold Diameters Given the Lateral Discharge Rate and Lateral Spacing
- Exhibit A - Soil and Site Factors that Restrict Mound Systems
- Exhibit B - Fine Aggregate Gradations
- Exhibit C - Downslope and Upslope Width Corrections for Mounds on Sloping Sites
- Exhibit D - Allowable Lateral Lengths (Feet) for Three Pipe Diameters, Three Perforation Sizes, and Two Perforations Spacings 906.60 if system is to treat flow from more than 4 bedrooms)
- Exhibit E - Dosing Quantity for Various Sized Homes
- Exhibit F - Void Volume for Various Diameter Pipes
- Exhibit G - Pumping Chamber Sizes for Various Sized Homes
- Exhibit H - Perforation Discharge Rates in Gallons per Minute Versus Perforation Diameter and In-Line Pressure
- Exhibit I - Friction Loss in Schedule 40 Plastic Pipe