Natural Resources
Effective on: 1/1/1901
Effective on: 1/1/1901
Commentary: For the purposes of this section the housing types "Traditional House" and "Zero Lot Line" are considered single-family detached, the housing type "Twin Home" is considered two-family attached, and the housing type "Townhouse" is considered multi-family. |
Effective on: 1/1/1901
| Figure 12-1, Tree Conservation Area (25' Buffer) |
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| Figure 12-2, Tree Conservation Area |
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Effective on: 1/1/1901
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Commentary: When development is proposed on a site that does not contain the minimum tree conservation area, the minimum requirement is to preserve all existing trees. The 50% reforestation option still applies. On a 10 acre site with only 0.50 acres of existing trees, for example, the owner is responsible only for preserving the half-acre of trees that do exist, not for planting another half-acre of trees. Furthermore, the owner could elect to preserve all of the trees or preserve half and reforest the other half. |
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 12-114 on 10/2/12)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
If the vegetative management plan is timely submitted and the vegetative management plan sets forth the information required in this sub-section, then the vegetative management plan shall be accepted within 10 business days following the submission of it to the City.
If the amended vegetative management plan sets forth the information required in this sub-section, then the amended vegetative management plan shall be accepted within 10 business days following the submission of it to the City.
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
Make flood insurance available to the community through the National Flood Insurance Program; and
Maintain the natural and beneficial functions of floodplains.
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
| Figure 12-3, Flood Hazard |
|
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10, Ord. 12-98 on 8/21/12, Ord. 20-098 on 7/21/20 and Ord. 20-099 on 9/1/20)
Effective on: 6/15/2021
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Figure 12-4, Stream Buffer Width Diagram |
|
Activities and Structures that are Existing and Ongoing
30-12-3.9 shall not apply to activities and structures in the riparian protection area (Zones 1 & 2) that are legally existing and ongoing. Only the portion of the buffer occupied by the footprint of the existing activity or structure is exempt. However, this Section shall apply at the time an existing, ongoing activity or structure is changed to another activity or structure. Change of activity or structure shall involve the initiation of any activity that does not meet either of the following criteria for existing, ongoing activity:
(Amended by Ord. 10-161 on 12/1/10 and Ord. 20-099 on 9/1/20)
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Commentary: The density averaging formulas would be such that the sum of the maximum “by the watershed regulations book” numbers of dwelling units (DU) on the giving property and on the receiving property, divided by the sum of their acreages (Ac), would be equal to the sum of the reallocated numbers of dwelling units on the giving property and on the receiving property, divided by the sum of their acreages. The BUA formula would substitute square footages of BUA for numbers of dwelling units. To wit, maximum “by the book” [DU Property A + DU Property B]/[Ac Property A + Ac Property B] = reallocated [DU Property A + DU Property B]/[Ac Property A + Ac Property B] and maximum “by the book” [BUA Property A + BUA Property B]/[Ac Property A + Ac Property B] = reallocated [BUA Property A + BUA Property B]/[Ac Property A + Ac Property B]. |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
(Amended by Ord. 10-161 on 12/1/10, Ord. 13-108 on 8/5/13 and Ord. 20-098 on 7/21/20)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
| Tier |
Undisturbed Limits |
| Tier 1 | 90% |
| Tier 2 | 90% |
| Tier 3 | 20% |
| Tier 4 | 15% |
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
Effective on: 6/15/2021
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
|
Table 12–12: Single-Family Residential Service Charges | ||
| Tier |
Impervious Surface Range (Sq. Ft.) |
Residential Rate (Monthly) |
| I | 600–1,999 | $1.50 |
| II | 2,000–2,899 | $2.70 |
| III | 2,900+ | $3.90 |
Effective on: 1/1/1901
Effective on: 1/1/1901
| Figure 12-5, Drainageway and Open Space Dedication |
|
| Commentary: Other regulations of this ordinance and/or federal wetlands regulations prohibit or restrict fill placement in certain locations. |
| Commentary: See 30-4-17.8 for procedures governing dedication of open space and easements. |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
Effective on: 12/21/2021
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
(Amended by Ord. 18-23 on 3/20/18)
Effective on: 1/1/1901
| Table 12–15: Watershed Critical Area Open Space Requirements | |
| Tier | Minimum Open Space Requirement |
| Tier 1 | 90% |
| Tier 2 | 90% |
| Tier 3 | 20% |
| Tier 4 | 20% |
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
(Amended by Ord. 10-161 on 12/1/10 and Ord. 12-98 on 8/21/12)
Effective on: 12/2/2014
Natural Resources
Effective on: 1/1/1901
Effective on: 1/1/1901
Commentary: For the purposes of this section the housing types "Traditional House" and "Zero Lot Line" are considered single-family detached, the housing type "Twin Home" is considered two-family attached, and the housing type "Townhouse" is considered multi-family. |
Effective on: 1/1/1901
| Figure 12-1, Tree Conservation Area (25' Buffer) |
![]() |
| Figure 12-2, Tree Conservation Area |
|
Effective on: 1/1/1901
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Table 12–1: Tree Conservation Area Requirements | ||
| Area of Parcel (acres) | Required TCA for New Development | Required TCA for Expansions |
| 0 – 1.260 | 1% of lot size | 1% of disturbed area |
| 1.261 – 5 | 5% of lot size | 5% of disturbed area |
| Greater than 5 | 10% of lot size | 10% of disturbed area |
| Commentary: When development is proposed on a site that does not contain the minimum tree conservation area, the minimum requirement is to preserve all existing trees. The 50% reforestation option still applies. On a 10 acre site with only 0.50 acres of existing trees, for example, the owner is responsible only for preserving the half-acre of trees that do exist, not for planting another half-acre of trees. Furthermore, the owner could elect to preserve all of the trees or preserve half and reforest the other half. |
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 12-114 on 10/2/12)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
If the vegetative management plan is timely submitted and the vegetative management plan sets forth the information required in this sub-section, then the vegetative management plan shall be accepted within 10 business days following the submission of it to the City.
If the amended vegetative management plan sets forth the information required in this sub-section, then the amended vegetative management plan shall be accepted within 10 business days following the submission of it to the City.
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
(Amended by Ord. 13-73 on 6/18/13)
Effective on: 1/1/1901
Make flood insurance available to the community through the National Flood Insurance Program; and
Maintain the natural and beneficial functions of floodplains.
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
| Figure 12-3, Flood Hazard |
|
(Amended by Ord. 21-011 on 1/19/21)
Effective on: 1/19/2021
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10, Ord. 12-98 on 8/21/12, Ord. 20-098 on 7/21/20 and Ord. 20-099 on 9/1/20)
Effective on: 6/15/2021
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Table 12-4 Stream Buffer Width {1} Requirements in Watershed Districts and in Other Water Supply Watershed Districts | |||||||
| Low Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
| All Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| High-Density Option | |||||||
| Watershed District | Perennial Streams, Lakes & Ponds | Intermittent Streams | |||||
| Zone 1 | Zone 2 | Zone 3 | Zone 1 | Zone 2 | Zone 3 | ||
Upper Randleman Lake Lower Randleman Lake | 0–30 | 30–50 | 50–100 | 0–30 | 30–50 | N/A | |
Greensboro Lake Mackintosh Polecat Creek Other Watershed Districts | 0–30 | 30–50 | N/A | 0–30 | 30–50 | N/A | |
| {1} Distances on all sides of water bodies are in feet and are with reference to top of bank for streams and normal water level for all other water bodies. Thus, “0” equals top of bank or normal water level and “30” equals 30 feet landward from top of bank or normal water level. | |||||||
| Figure 12-4, Stream Buffer Width Diagram |
|
Activities and Structures that are Existing and Ongoing
30-12-3.9 shall not apply to activities and structures in the riparian protection area (Zones 1 & 2) that are legally existing and ongoing. Only the portion of the buffer occupied by the footprint of the existing activity or structure is exempt. However, this Section shall apply at the time an existing, ongoing activity or structure is changed to another activity or structure. Change of activity or structure shall involve the initiation of any activity that does not meet either of the following criteria for existing, ongoing activity:
(Amended by Ord. 10-161 on 12/1/10 and Ord. 20-099 on 9/1/20)
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Commentary: The density averaging formulas would be such that the sum of the maximum “by the watershed regulations book” numbers of dwelling units (DU) on the giving property and on the receiving property, divided by the sum of their acreages (Ac), would be equal to the sum of the reallocated numbers of dwelling units on the giving property and on the receiving property, divided by the sum of their acreages. The BUA formula would substitute square footages of BUA for numbers of dwelling units. To wit, maximum “by the book” [DU Property A + DU Property B]/[Ac Property A + Ac Property B] = reallocated [DU Property A + DU Property B]/[Ac Property A + Ac Property B] and maximum “by the book” [BUA Property A + BUA Property B]/[Ac Property A + Ac Property B] = reallocated [BUA Property A + BUA Property B]/[Ac Property A + Ac Property B]. |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–6 Density Limits in Upper and Lower Randleman Lake Watersheds in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {2} | ||
Table Notes:
| ||||
| Lower Randleman Lake (WS-IV Critical Water Supply) | GWA | 1 {4} | 12{5} | 50 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 0.5 | 6 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 1 {4} | 12 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Upper Randleman Lake (WS-IV Critical Water Supply) | GWA | 2 {3} | 24{5} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {3} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {3} | 24 | 40 | |
| no sewer | 1 {4} | 12 | no HD option | |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
| Table 12–7 Density Limits in Other Water Supply Watersheds and Other Watershed Districts in Dwelling Units Per Acre & Percent Built-Upon Area {1} | ||||
| Watershed District | Overlay Zone & Tier | Low-Density Option | High-Density Option | |
| DU/AC | %BUA | %BUA {3} | ||
| {1} If, compared to the sidewalk installation requirements effective through December 31, 2002, the sidewalk installation requirements contained in Ordinance Number 02-239, effective January 1, 2003, increase the amount of sidewalk built-upon area, thereby exceeding the maximum built-upon area allowable under the High-Density Option or necessitating additional stormwater control, treatment, or mitigation measures, the Technical Review Committee may approve reductions to required street pavement widths, sidewalk widths, driveway widths, or off-street parking area, so as to result in the same built-upon area as under the previous sidewalk installation requirements. {2} Watershed plans approved on and after October 31, 1997, collectively covering up to 10% of the WS-III GWA, may receive allocations permitting up to 70% BUA. An approved watershed plan constitutes a completed application for such an allocation. An allocation is granted to a lot when a building permit is issued thereon and to a part of a subdivision when the engineered stormwater control structure for it has been substantially completed. An allocation is lost if the building permit or plat approval expires or is revoked. {3} In a subdivision, the BUA maximum applies to the subdivision as a whole, including streets, lots, etc. The maximum BUA allowed by this column (assuming engineered stormwater controls are large enough) shall be allocated among streets, lots, etc. In single-family detached development, the allocation to each house lot shall be uniform. In other development, the allocation may vary among lots. In all cases, the final plat shall clearly state each lot’s allocation and restrictive covenants shall call attention to these allocations. On new or extended thoroughfare streets, allocate enough BUA to cover 5 foot sidewalks on both sides; and on all other new or extended streets allocate enough to cover a 5 foot sidewalk on one side. {4} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 20,000 square feet or more, that is Low Density. {5} Alternatively, if total area minus area in street right-of-way, divided by number of house lots, equals 40,000 square feet or more, that is Low Density. In making determinations whether modification requests are minor or major, remember that all Greensboro’s WCA Tier 4 and the portion of its Tier 3 lying more than 1/2 mile from normal pool elevation are beyond the minimum WCA required by EMC Rules. {6} For single-family detached residential developments see Section 30-12-3.11(B)(2) for alternate options for measuring density. | ||||
| Greensboro & Polecat Creek (WS-III) | GWA | 2 {4} | 24{6} | 50(70 {2}) |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 1 {5} | 12 | 30 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Lake Mackintosh (WS-IV) | GWA | 2 {4} | 24{6} | 70 |
| WCA,1 | See BUA | 0.5 | no HD option | |
| WCA,2 | 0.2 | 2.4 | no HD option | |
| WCA,3,sewer | 2 {4} | 24 | 34 | |
| no sewer | 0.33 | 4 | no HD option | |
| WCA,4,sewer | 2 {4} | 24 | 40 | |
| no sewer | 1 {5} | 12 | no HD option | |
| Other Watershed Districts | Other Watershed Districts | 2 {4} | 24{6} | >24 |
(Amended by Ord. 10-161 on 12/1/10, Ord. 13-108 on 8/5/13 and Ord. 20-098 on 7/21/20)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
| Tier |
Undisturbed Limits |
| Tier 1 | 90% |
| Tier 2 | 90% |
| Tier 3 | 20% |
| Tier 4 | 15% |
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
| Table 12–8 | |
| Description | NAICS Industry Group Major Group Numbers |
| (1) Agricultural Uses | |
| Animal Feeder/Breeder | 0210 |
| Chemical Treatment and Fertilizer Application for Crops, Weed Control for Crop Operations, including Aerial Crop Dusting | 0710, 0721 |
| (2) Business, Professional and Personal Services | |
| Automobile Rental or Leasing | 7510 |
| Automobile Repair Services, Major | 0000 |
| Automobile Repair Services, Minor | 0000 |
| Automobile Towing and Storage Services | 7549 |
| Boat Repairs | 3730 |
| Car Washes | 7542 |
| Commercial Chemical and Biological Research | 8731 |
| Equipment Repair, Heavy | 7690 |
| Agricultural Equipment Repair Boiler Cleaning and Repair Cesspool Cleaning Engine Repair, except automotive Farm Machinery Repair Industrial Truck Repair Machinery Cleaning Motorcycle Repair Service Rebabitting Repair of Service Station Equipment Sewer Cleaning and Rodding Tank and Boiler Cleaning Service Tank Truck Cleaning Service Tractor Repair Welding Repair Shops | |
| Furniture Stripping or Refinishing (including secondary or accessory operations) | 7641 |
| Heavy Construction Equipment Rental and Leasing | 7350 |
| Laundromats, Coin-Operated | 7215 |
| Laundry or Dry Cleaning Plants | 7211, 7216, 7217, 7218 |
| Lawn Care, Lawn Fertilizing Services, Lawn Spraying Services, Ornamental Shrub & Tree Services with Spraying | 0780 |
| Pest or Termite Control Services | 7342 |
| Septic Tank Services | 7699 |
| Truck Driving Schools | 8249 |
| Truck and Utility Trailer Rental and Leasing, Light | 0000 |
| Truck Tractor and Semi Rental and Leasing, Heavy | 0000 |
| Truck Washing | 7542 |
| (3) Retail Trade | |
| Convenience Stores with fuel pumps | 5411 |
| Fuel Oil Sales | 5980 |
| Motor Vehicle Sales (new and used) | 5511 |
| Motorcycle Sales | 5571 |
| Recreational Vehicle Sales | 5561 |
| Service Stations, Gasoline | 5541 |
| Truck Stops | 5541 |
| (4) Wholesale Trade | |
| Agricultural Chemicals, Pesticides, Fertilizers | 5191 |
| Chemical and Allied Products | 5169 |
| Motor Vehicles | 5012 |
| Nursery Stock, Plants Potted | 5193 |
| Paints and Varnishes | 5198 |
| Petroleum and Petroleum Products | 5170 |
| Scrap and Waste Materials | 5093 |
| (5) Transportation, Warehousing, and Utilities | |
| Air Transportation Facilities | 4500 |
| Bus Terminal and Service Facilities | 4100, 4170 |
| Hazardous and Radioactive Waste (transportation, storage, and disposal) | 4953 |
| Inert Debris Landfills, Major | 0000 |
| Petroleum Contaminated Soil Remediation Disposal Sites | 0000 |
| Pipelines, except Natural Gas | 4600 |
| Railroad Terminals or Yards | 4010 |
| Recycling Processing Centers | 0000 |
| Refuse and Raw Materials Hauling | 4212 |
| Sanitary Sewer and Water Treatment Plant Sludge Application Sites | 0000 |
| Sewage Treatment Plants | 4952 |
| Solid Waste Disposal (nonhazardous) | 4953 |
| Trucking or Freight Terminals | 4230, 4213 |
| (6) Manufacturing and Industrial Uses | |
| Animal Slaughter or Rendering | 0000 |
| Arms and Weapons | 3480 |
| Asbestos, Abrasive, and Related Products | 3290 |
| Asphalt Plants | 2951 |
| Batteries | 3690 |
| Chemicals, Paints and Allied Products | 2800 |
| Concrete, Cut Stone, and Clay Products | 3240, 3270 |
| Cement, Hydraulic | 3241 |
| Contractors, Heavy Construction | 1600 |
| Contractors, Special Trade | 1700 |
| Dairy Products | 2020 |
| Fats and Oils, Animal | 2077 |
| Fats and Oils, Plant | 2070 |
| Fish, Canned, Cured or Frozen | 2091 |
| Leather and Leather Products (tanning) | 3110 |
| Magnetic and Optical Recording Media | 3695 |
| Meat and Poultry, Packing and Processing (no rendering) | 2010 |
| Metal Coating and Engraving | 3470 |
| Mining and Quarrying | 1000 |
| Paper Products (no coating or laminating) | 2670 |
| Paper Products (coating or laminating) | 2670 |
| Petroleum and Related Products | 2900 |
| Primary Metal Products and Foundries | 3300 |
| Pulp and Paper Mills | 2610 |
| Rubber and Plastics, Misc. | 3000 |
| Rubber and Plastics, Raw | 3000 |
| Salvage Yards, Auto Parts | 5015 |
| Salvage Yard, Scrap Processing | 5093 |
| Solvent Recovery | 7389 |
| Surface Active Agents | 2843 |
| Textile Products (no dyeing and finishing) | 2200 |
| Textile Products (with dyeing and finishing) | 2260 |
Effective on: 6/15/2021
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
| Table 12–10 | |||
|
Maximum Points | Factor |
Point Value | Points Earned |
| Notes: (1) All plans must have at least 120 points and meet all other requirements to be approved. (2) Use this table for low-density option only. Abbreviations: BUA = Built-upon area, SF=single-family detached, MF=multi-family, NR=nonresidential, All=all types | |||
| 25 | 1. Clustering | ||
| Minimal | 10 | ||
| Moderate | 15 | ||
| Major | 20 | ||
| Exceptional | 25 | ||
| 25 | 2. Built-Upon Area | ||
| 0-3% | 25 | ||
| 3.01-7% | 20 | ||
| 7.01-10% | 15 | ||
| 10.01-15% | 10 | ||
| 15.01-20% | 5 | ||
| 25 | 3. Proximity to Floodway as Defined by FEMA | ||
| More than 2000 Feet | 25 | ||
| 1000-2000 Feet | 20 | ||
| 500-1000 Feet | 15 | ||
| 100-500 feet | 10 | ||
| 50-100 Feet | 5 | ||
| 10 | 4. Soil limitations as Defined on Pg. 29 and Tbl. 7, Pg. 57 Guil. Co. Soil Survey | ||
| Slight | 10 | ||
| Moderate | 5 | ||
| 25 | 5. Drainage-Protect and Use Natural Drainageways | ||
| Piped or Improved Drainage With Riprap | 5 | ||
| Dispersed Drainage or Protected Drainageways | 10 | ||
| Dispersed Drainage and Protected Drainageways (or Dispersed and No Drainageway) | 20 | ||
| Enhanced and Protected Natural Drainageways | 25 | ||
| 25 | 6. Average Pre-development Slope of Land Subject to Grading or Filling | ||
| 0-6% | 25 | ||
| 6.01-10% | 20 | ||
| 10.01-15% | 5 | ||
| 25 | 7. Stream Buffer Along Drainageways | ||
| No Drainageway Present on Property or Within 50 Feet | 25 | ||
| 50 Feet, All Wooded Except for Sewers and Required Streets | 25 | ||
| 50 Feet, At Least Half Wooded | 20 | ||
| 50 feet, No Grading or Fill Except For Sewers and Required Streets | 15 | ||
| 40 Feet, Same Restrictions | 10 | ||
| 25 | 8. Stormwater Runoff Control Strategies | ||
| Divide the % of Stormwater (Runoff) Controlled by 4 | |||
| 10 | 9. Sewage Disposal | ||
| Public Sewer Service | 10 | ||
| 10 | 10. Street & Driveway Design | ||
| With Vegetated Ditches | 10 | ||
| With Piped Drainage and/or Curb and Gutter and Energy Dissipators | 5 | ||
| 33 | 11. Wooded Area | ||
| Divide the % of Tract to Remain Wooded by 3 and % Thickly Planted in Tree Stands by 6 | |||
| 12. Grading Reduction and Other bonuses | |||
| NR:<1 Driveway per 300 Feet of Frontage | 5 | ||
| All: Creation of Wetlands | Up to 20 | ||
| All: Other Measures | Up to 10 | ||
| Total | |||
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
|
Table 12–11 Maximum Permissible Velocity for Stormwater Discharges | ||
| Material | Maximum Permissible Velocities (Per Second) | |
| Feet | Meters | |
| Source: Adapted from recommendations by Special Committee on Irrigation Research, American Society of Civil Engineers, 1926, for channels with straight alignment. For sinuous channels, multiply allowable velocity by 0.95 for slightly sinuous, by 0.9 for moderately sinuous channels, and by 0.8 for highly sinuous channels. | ||
| Fine sand (noncolloidal) | 2.5 | 0.8 |
| Sandy loam (noncolloidal) | 2.5 | 0.8 |
| Silt loam (noncolloidal) | 3.0 | 0.9 |
| Ordinary firm loam | 3.5 | 1.1 |
| Fine gravel | 5.0 | 1.5 |
| Stiff clay (very colloidal) | 5.0 | 1.5 |
| Graded, loam to cobbles (noncolloidal) | 5.0 | 1.5 |
| Graded, silt to cobbles | 5.5 | 1.7 |
| Alluvial silts (noncolloidal) | 3.5 | 1.1 |
| Alluvial silts (colloidal) | 5.0 | 1.5 |
| Coarse gravel (noncolloidal) | 6.0 | 1.8 |
| Cobbles and shingles | 5.5 | 1.7 |
| Shales and hard pans | 6.0 | 1.8 |
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
Effective on: 1/1/1901
(Amended by Ord. 10-161 on 12/1/10)
Effective on: 1/1/1901
Effective on: 1/1/1901
|
Table 12–12: Single-Family Residential Service Charges | ||
| Tier |
Impervious Surface Range (Sq. Ft.) |
Residential Rate (Monthly) |
| I | 600–1,999 | $1.50 |
| II | 2,000–2,899 | $2.70 |
| III | 2,900+ | $3.90 |
Effective on: 1/1/1901
Effective on: 1/1/1901
| Figure 12-5, Drainageway and Open Space Dedication |
|
| Commentary: Other regulations of this ordinance and/or federal wetlands regulations prohibit or restrict fill placement in certain locations. |
| Commentary: See 30-4-17.8 for procedures governing dedication of open space and easements. |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
| Table 12–13: Drainage Maintenance and Utility Easement Width | |
| Cubic feet per second in 100-year storm | Drainage maintenance and utility easement width (feet) |
| 5–17 | 30, centered |
| 18–70 | 60, centered |
| > 70 | 50 on each side, as measured from top of bank |
Effective on: 12/21/2021
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
| Table 12–14: Minimum Open Space Requirements | |
| Classification | Minimum Open Space Requirement |
| Residential PUD (density=less than 5 units per acre) | 20% of site area |
| Residential PUD (density=5 to 17 units per acre) | 15% of site area |
| Residential PUD (density=17.01 to 35 units per acre) | 10% of site area |
| Residential PUD (density=more than 35 units per acre) | 5% of site area |
| Nonresidential components of PUDs | 10% of gross floor area |
| Subdivisions in R-7 district (over 5 acres) | 850 square feet per dwelling unit |
| Cluster Developments | 15% of gross site area |
| Multi-family Developments (gross site area of less than 3 acres) | 250 square feet per dwelling unit |
| Multi-family Developments (gross site area of 3 acres or more) | 435 square feet per dwelling unit |
| Developments in the AO, UMU and NS Districts | 15% of gross site area when using the Urban Landscaping requirements of 30-12-8.2(C)1), General, and 30-12-8.2(C)3), All Other (Non-PUD) Development. |
| Developments in the LIM District | 10% of gross floor area of the nonresidential component, plus 250 square feet per dwelling unit or 10% of site area, whichever is greater |
(Amended by Ord. 18-23 on 3/20/18)
Effective on: 1/1/1901
| Table 12–15: Watershed Critical Area Open Space Requirements | |
| Tier | Minimum Open Space Requirement |
| Tier 1 | 90% |
| Tier 2 | 90% |
| Tier 3 | 20% |
| Tier 4 | 20% |
Effective on: 1/1/1901
Effective on: 1/1/1901
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
| Table 12-5 Table of Activities and Structures in Stream Buffers (Zone 1 and Zone 2) | |||||
| Activities and Structures in Stream Buffers | Exempt | Allowable | Allowable with Mitigation | ||
{1}Provided that:
{2}Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used, then the overhead utility lines shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11
{3}Provided that poles or aerial infrastructure shall not be installed within 10 feet of a water body unless the applicant submits a a no practical alternative determination and the City of Greensboro completes an evaluation as defined in 30-4-26.11 {4}Provided that, in Zone 1, all of the following BMPs for underground utility lines are used. If all of these BMPs are not used, then the underground utility line shall require a no practical alternative evaluation by the applicant to the City of Greensboro as defined in 30-4-26.11.
{5}Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | |||||
| Access trails: Pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps and other water dependent activities where no built-upon area is added to the buffer: | |||||
| X | ||||
| X | ||||
| |||||
| Airport facilities: | |||||
| X | ||||
| X | ||||
| X | ||||
| Archaeological activities in Zones 1 and 2 | |||||
| X | ||||
| Bridges | X | ||||
| Canoe access, provided that neither installation nor use results in removal of trees and that no built-upon area is added in the buffer. | X | ||||
| Dam maintenance activities: | |||||
| X | ||||
| X | ||||
| Drainage ditches, roadside ditches and stormwater conveyances within riparian protection area: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Draining a pond in a natural drainageway where a riparian protection area is established adjacent to the new channel | X | ||||
| Driveway crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Driveway encroaching into the buffer but not crossing the stream or other water body | X | ||||
| Fences | |||||
| X | ||||
| X | ||||
| Fertilizer application, one time application to establish vegetation provided the manufacturer’s recommended rate is not exceeded | X | ||||
| Grading and revegetation in Zone 2 only provided that diffuse flow and the health of existing vegetation in Zone 1 is not compromised and disturbed areas are stabilized with native vegetation | X | ||||
| Greenway / hiking trails, provided they are designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Historic preservation designed, constructed and maintained to provide the maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical | X | ||||
| Maintenance access on modified natural streams: a grassed travel way on one side of the water body when less impacting alternatives are not practical. The width and specifications of the travel way shall be only that needed for equipment access and operation. The travel way shall be located to maximize stream shading | X | ||||
| Mining activities: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Piping of a stream, outside of the Upper Randleman Lake and Lower Randleman Lake Watershed Districts under a permit issued by the U.S. Army Corps of Engineers | X | ||||
| Playground equipment: | |||||
| X | ||||
| X | ||||
| Ponds created by impounding streams and not used as stormwater BMPs | |||||
| X | ||||
| X | ||||
| Protection of existing structures, facilities and stream banks when this requires additional disturbance of the riparian protection area or the stream channel | X | ||||
| Railroad activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Railroad crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Recreational and accessory structures in Zone 2 | |||||
| |||||
| X | ||||
| X | ||||
| |||||
| X | ||||
| X | ||||
| Removal of fill or debris, provided that diffuse flow is maintained and vegetation is restored | X | ||||
| Scientific studies and stream gauging In Zones 1 and 2 if they are designed, constructed and maintained to protect water quality to the maximum extent practical | X | ||||
| Stormwater BMPs: | |||||
| X | ||||
| X | ||||
| Streambank stabilization | X | ||||
| Street crossings of streams and other surface waters subject to this ordinance: | |||||
| X | ||||
| X | ||||
| X | ||||
| Street relocation: Relocation of existing private access roads associated with public road projects where necessary for public safety: | |||||
| X | ||||
| X | ||||
| Street activities and structures other than crossings of streams and other surface waters subject to this ordinance | X | ||||
| Temporary vehicular travelways, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| Temporary sediment and erosion control devices, provided that the disturbed area is restored to pre-construction topographic and hydrologic conditions immediately after construction is complete and replanted immediately with comparable vegetation, except that tree planting may occur during the dormant season. A one-time application of fertilizer may be used to establish vegetation. At the end of five years the restored buffer shall comply with the restoration criteria of Rule 15A NCAC 02B.0268: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, electric, aerial, perpendicular crossings of streams and other surface waters subject this ordinance: {2,3,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, aerial, other than perpendicular crossings: {5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, perpendicular crossings: {3,4,5} | |||||
| X | ||||
| X | ||||
| Utility, electric, underground, other than perpendicular crossings: {4} | |||||
| X | ||||
| X | ||||
| Utility, non-electric, perpendicular crossings of streams and other surface waters subject to this ordinance [3,5} | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Utility, non-electric, other than perpendicular crossings{4.5} | |||||
| X | ||||
| X | ||||
| X | ||||
| Vegetation management: | |||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| X | ||||
| Vehicular access roads leading to water-dependent structures as defined in 15A NCAC 02B .0202, provided they do not cross the surface water and have minimum practicable width, not exceeding 10 feet | X | ||||
| Water dependent structures as defined in 15A NCAC 02B .0202 where installation and use result in disturbance to riparian protection area | X | ||||
| Water supply reservoirs: | |||||
| X | ||||
| X | ||||
| Water wells: | |||||
| X | ||||
| X | ||||
| Wetland, stream and buffer restoration that results in impacts to the riparian protection area: | |||||
| X | ||||
| X | ||||
(Amended by Ord. 10-161 on 12/1/10 and Ord. 12-98 on 8/21/12)
Effective on: 12/2/2014