0 Special District Regulations
District | Minimum Lot Area (Square Feet) |
|---|---|
Surface Water Resource Protection | 80,000 |
Groundwater Resource Protection | 60,000 |
Wastewater per person | Five pounds of nitrogen per year |
Persons per dwelling unit | Three |
Lawn fertilizer | Three pounds of nitrogen per 1,000 square feet of lawn per year |
Road runoff | 0.19 pound of nitrogen per curb mile per day |
Background nitrogen concentration | Actual field measurements |
Identify probable impacted water supply well | By constructing flow line downgradient of the proposed site |
Area recharge rate | 16 inches per year for sand and gravel; nine inches per year for till |
Hydraulic conductivity | Listed from closest downgradient public supply well |
Saturated Thickness Map IEP (1987) | Supplemented with site-specific borings |
Groundwater gradient | Sharon Water Table Map (IEP, 1987), supplemented with site-specific measurements |
Subzone | Min. Area (square feet) | Max. Building Height | Frontage | Min. Width | Max. Coverage | Front Setback | Side Setback | Rear Setback |
|---|---|---|---|---|---|---|---|---|
A | 60,000 | 4 stories* or 60 feet | N/A | N/A | 35% building 60% total | 50 feet | 10 feet | 10 feet |
B | 60,000 | 2.5 stories or 40 feet | N/A | N/A | 35% building 60% total | 5 feet | 5 feet | 5 feet |
* | Not including below grade parking facilities. |
Uses | Minimum Number of Parking Spaces per Unit |
|---|---|
Multifamily and townhouse use | 1.5 |
0 Special District Regulations
District | Minimum Lot Area (Square Feet) |
|---|---|
Surface Water Resource Protection | 80,000 |
Groundwater Resource Protection | 60,000 |
Wastewater per person | Five pounds of nitrogen per year |
Persons per dwelling unit | Three |
Lawn fertilizer | Three pounds of nitrogen per 1,000 square feet of lawn per year |
Road runoff | 0.19 pound of nitrogen per curb mile per day |
Background nitrogen concentration | Actual field measurements |
Identify probable impacted water supply well | By constructing flow line downgradient of the proposed site |
Area recharge rate | 16 inches per year for sand and gravel; nine inches per year for till |
Hydraulic conductivity | Listed from closest downgradient public supply well |
Saturated Thickness Map IEP (1987) | Supplemented with site-specific borings |
Groundwater gradient | Sharon Water Table Map (IEP, 1987), supplemented with site-specific measurements |
Subzone | Min. Area (square feet) | Max. Building Height | Frontage | Min. Width | Max. Coverage | Front Setback | Side Setback | Rear Setback |
|---|---|---|---|---|---|---|---|---|
A | 60,000 | 4 stories* or 60 feet | N/A | N/A | 35% building 60% total | 50 feet | 10 feet | 10 feet |
B | 60,000 | 2.5 stories or 40 feet | N/A | N/A | 35% building 60% total | 5 feet | 5 feet | 5 feet |
* | Not including below grade parking facilities. |
Uses | Minimum Number of Parking Spaces per Unit |
|---|---|
Multifamily and townhouse use | 1.5 |