Erosion and Sediment Control
Area requiring permanent stabilization | Time Frame to apply erosion control |
Any area that will lie dormant for one year or more. | Within 7 days of the most recent disturbance. |
Any area within 50 feet of a stream and at a final grade | Within 2 days of reaching final grade. |
Any area at final grade | Within 7 days of reaching final grade within that area. |
Area requiring temporary stabilization | Time Frame to apply erosion controls |
Any disturbed area within 50 feet of a stream and not at final grade | Within 2 days of the most recent disturbance if that area will remain idle for more than 21 days. |
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 21 days but less than one year, and not within 50 feet of a stream. | Within 7 days of the most recent disturbance with the area. |
Disturbed areas that will be idle over winter. | Prior to November 1. |
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must be employed. These techniques may include mulching or erosion matting. | |
Maximum Drainage Area (acres ) to 100 linear feet of silt fence | Range of Slope for a drainage area (%) |
0.5 | <2% |
0.25 | >2%but <20% |
0.125 | >20% but <50% |
Area requiring temporary stabilization | Time Frame to apply erosion controls |
Any disturbed area within 50 feet of a stream and not at final grade | Within 2 days of the most recent disturbance if that area will remain idle for more than 21 days |
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 21 days but less than one year, and not within 50 feet of a stream | Within 7 days of the most recent disturbance with the area. |
Disturbed areas that will be idle over winter | Prior to November 1. |
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must be employed. These techniques may include mulching or erosion matting. | |
Erosion and Sediment Control
Area requiring permanent stabilization | Time Frame to apply erosion control |
Any area that will lie dormant for one year or more. | Within 7 days of the most recent disturbance. |
Any area within 50 feet of a stream and at a final grade | Within 2 days of reaching final grade. |
Any area at final grade | Within 7 days of reaching final grade within that area. |
Area requiring temporary stabilization | Time Frame to apply erosion controls |
Any disturbed area within 50 feet of a stream and not at final grade | Within 2 days of the most recent disturbance if that area will remain idle for more than 21 days. |
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 21 days but less than one year, and not within 50 feet of a stream. | Within 7 days of the most recent disturbance with the area. |
Disturbed areas that will be idle over winter. | Prior to November 1. |
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must be employed. These techniques may include mulching or erosion matting. | |
Maximum Drainage Area (acres ) to 100 linear feet of silt fence | Range of Slope for a drainage area (%) |
0.5 | <2% |
0.25 | >2%but <20% |
0.125 | >20% but <50% |
Area requiring temporary stabilization | Time Frame to apply erosion controls |
Any disturbed area within 50 feet of a stream and not at final grade | Within 2 days of the most recent disturbance if that area will remain idle for more than 21 days |
For all construction activities, any disturbed area, including soil stockpiles that will be dormant for more than 21 days but less than one year, and not within 50 feet of a stream | Within 7 days of the most recent disturbance with the area. |
Disturbed areas that will be idle over winter | Prior to November 1. |
Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must be employed. These techniques may include mulching or erosion matting. | |