TNC, TRADITIONAL NEIGHBORHOOD COMMERCIAL DISTRICT
Table 27-16-1 Sustainable Design Incentives | ||||||
|---|---|---|---|---|---|---|
Max. Uses | Max. Disturbance | Max. Disturbance | Max Site | |||
Per Lot | Ag. Soils | Woodlands | Coverage | |||
Standards with no sustainable design incentives | 1 | 20% | 20% | 60% | ||
Traditional Neighborhood Commercial (TNC) | ||||||
Sustainable Design Incentives | ||||||
1. | Water Recycling | 1 | 40% | 20% | 60% | |
Incorporation of at least two of the following systems: | ||||||
a. | At least 50% waterless toilets or urinals | |||||
b. | Gray-water reuse for site irrigation or toilet flushing | |||||
c. | Rainwater harvesting for irrigation or toilet flushing | |||||
1. and 2. Porous Paving | 2 | 70% | 20% | 60% | ||
Porous pavement for all parking (aisles may be impervious); and dry laid unit pavers or pervious pavement for all walkways | ||||||
1., 2., and 3. vegetated roof (as defined) | 3 | 100% | 70% | 65% | ||
1, 2, 3., and 4. Stormwater detention/infiltration | 4 | 100% | 80% | 70% | ||
Water quality volume (WQv) needed to treat stormwater runoff produced by 2.5 inches of rainfall (90% rule) from the developed areas of the site | ||||||
TNC, TRADITIONAL NEIGHBORHOOD COMMERCIAL DISTRICT
Table 27-16-1 Sustainable Design Incentives | ||||||
|---|---|---|---|---|---|---|
Max. Uses | Max. Disturbance | Max. Disturbance | Max Site | |||
Per Lot | Ag. Soils | Woodlands | Coverage | |||
Standards with no sustainable design incentives | 1 | 20% | 20% | 60% | ||
Traditional Neighborhood Commercial (TNC) | ||||||
Sustainable Design Incentives | ||||||
1. | Water Recycling | 1 | 40% | 20% | 60% | |
Incorporation of at least two of the following systems: | ||||||
a. | At least 50% waterless toilets or urinals | |||||
b. | Gray-water reuse for site irrigation or toilet flushing | |||||
c. | Rainwater harvesting for irrigation or toilet flushing | |||||
1. and 2. Porous Paving | 2 | 70% | 20% | 60% | ||
Porous pavement for all parking (aisles may be impervious); and dry laid unit pavers or pervious pavement for all walkways | ||||||
1., 2., and 3. vegetated roof (as defined) | 3 | 100% | 70% | 65% | ||
1, 2, 3., and 4. Stormwater detention/infiltration | 4 | 100% | 80% | 70% | ||
Water quality volume (WQv) needed to treat stormwater runoff produced by 2.5 inches of rainfall (90% rule) from the developed areas of the site | ||||||