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903.6.3 Adequacy of Basal Area
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The downslope width (I) on a sloping site shall be increased or the upslope width (J) and downslope (I) widths on a level site shall be increased until sufficient area is available if the basal area available is not equal to or greater than the basal area required.
Related Code Sections
903.6.3 Mound Systems, Adequacy of Basal Area
be increased until sufficient area is available if the basal area available is not equal to or greater than the basal area required ...
Private Sewage Disposal Code 2012 > 9 Mound Systems > 903 System Design > 903.6 Basal Area > 903.6.3 Adequacy of Basal Area
903.6.3 Mound Systems, Adequacy of Basal Area
be increased until sufficient area is available if the basal area available is not equal to or greater than the basal area required ...
Private Sewage Disposal Code 2015 > 9 Mound Systems > 903 System Design > 903.6 Basal Area > 903.6.3 Adequacy of Basal Area
903.6.3 Mound Systems, Adequacy of Basal Area
be increased until sufficient area is available if the basal area available is not equal to or greater than the basal area required ...
Private Sewage Disposal Code 2009 > 9 Mound Systems > 903 System Design > 903.6 Basal Area > 903.6.3 Adequacy of Basal Area
903.6.1 Mound Systems, Basal Area Available in Bed System
The available basal area for a bed system shall be determined by one of the following equations: B A = B ( A + I ) for sloping sites ...
Private Sewage Disposal Code 2009 > 9 Mound Systems > 903 System Design > 903.6 Basal Area > 903.6.1 Basal Area Available in Bed System
903.6.2 Mound Systems, Basal Area Available in Trench System
The available basal area for a trench system shall be determined by one of the following equations: for sloping sites (Equation 9-11 ...
Private Sewage Disposal Code 2012 > 9 Mound Systems > 903 System Design > 903.6 Basal Area > 903.6.2 Basal Area Available in Trench System