MIL-HDBK-1005/16
Page
6.4
Mound Systems ............................ 94
6.4.1
Description .............................. 97
6.4.2
Site Considerations ...................... 97
6.4.3
Depth to Pervious Rock ................... 97
6.4.4
Depth to High Water Table ............... 101
6.4.5
Depth to Impermeable Soil Layer
or Rock Strata .......................... 101
6.4.6
Depth to 50 Percent Volume Rock
Fragments ............................... 101
6.4.7
Slopes .................................. 102
6.4.8
Special Siting Considerations ........... 103
6.4.9
Basal Area Calculation .................. 103
6.5
Waterless Toilets ....................... 104
6.5.1
Humus "Composting" Toilets .............. 104
6.5.2
Chemical Toilets ........................ 104
6.5.3
Aerated Pit Latrines .................... 105
6.6
Filtration/Reuse Systems ................ 105
6.6.1
Recirculation Tank ...................... 106
6.6.2
Recirculation ........................... 106
6.6.3
Design Information ...................... 106
6.7
Garbage Grinders and Grinder Pumps ...... 106
6.7.1
Garbage Grinders ........................ 108
6.7.2
Grinder Pumps ........................... 108
7.1
Background ..............................
109
7.2
Lagoon Applications .....................
109
7.2.1
Facultative Lagoons .....................
110
7.2.2
Aerated Lagoons .........................
111
7.2.3
Aerobic Lagoons .........................
111
7.2.4
Anaerobic Lagoons .......................
113
7.3
Facultative Lagoon Design ...............
113
7.3.1
Sizing Basis: Loadings for Raw Sewage ..
113
7.3.1.1
Depth ...................................
114
7.3.1.2
Design Equations ........................
114
7.3.2
Location ................................
114
7.3.3
Exposure ................................
115
7.3.4
Inlets and Outlets ......................
115
7.3.5
Construction ............................
115
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