8 Environmental Protection
Durham County is endowed with an abundance of natural resources, including land, forests, streams
and rivers, lakes, wildlife and natural beauty. Inappropriate development
threatens the quality of the natural resources that make it a special place to live and work. Durham's governing bodies recognize that establishing standards for the protection of Durham County's natural resources represents prudent stewardship of the land and good business. The multiple purposes of natural resource protection standards are:
A. To preserve and enhance the quality of the water in rivers, streams
, ponds and lakes that flow into and out of Durham County;
B. To minimize future flooding problems by restricting development
in flood prone areas;
C. To preserve the water carrying capacity of watercourses
and the natural water storage capacity of the floodplain;
D. To protect land and watercourses
from pollutants, sedimentation
and erosion
;
E. To retain open spaces
in order to protect their environmentally-sensitive character;
F. To protect and conserve significant natural resources from degradation due to inappropriate development
. Such natural resources include Inventory
Sites, wildlife and plant life habitats, wetland
areas and riparian areas;
G. To minimize the impact of development
by controlling the location, intensity, pattern and design of development
and construction activities;
H. To enhance the aesthetic appearance of Durham as a means of improving quality of life and attracting new businesses and residents;
I. To improve air quality by reducing the heat island effect by reducing pollution and fossil fuel used for transportation by encouraging walking, bicycling and transit; and
J. To protect environmentally sensitive lands while recognizing the legitimate expectations of property owners
and Durham's economic development
goals.
Public water supply reservoirs and associated facilities shall be exempt from the requirements of this Article unless explicitly acknowledged within any section.
The primary purpose of the tree coverage standards is the preservation and maintenance of undisturbed tree cover and the provision of replacement tree cover on development
sites in the Urban and Suburban Tiers. Tree coverage serves to reduce glare, noise, air pollution, and soil erosion
; to moderate temperatures; to reduce stormwater runoff
; to preserve remnants of Durham's native ecology; to provide habitat for native plants and wildlife; to provide a healthy living environment; and to make Durham County a more attractive place to live.
1. Tree coverage standards shall be applied in the Urban and Suburban Tiers, and in the Compact Neighborhood Tier on sites not zoned Design District.
2. Except for trees required on individual lots per paragraphs 8.3.1C.4.c(1)(d) and 8.3.1C.4.d(2), developments
of less than two acres in size or not utilizing mass grading
shall be exempt from tree coverage requirements.
3. Additions to existing residential structures, excluding multiplexes and apartments, are exempt from tree coverage requirements.
1. New development
shall include tree coverage areas on a portion of the development
tract
.
2. Site plans
for additions to development
shall provide tree coverage as a percentage of the area proposed for disturbance, unless tree coverage in an amount consistent with the required amounts of this Ordinance was provided on the original site plan
for the original development
.
a. Tree coverage areas in new subdivisions
shall be located in common open space
or buffers required by other provisions of this Ordinance, except that new subdivisions
without buffers that make payment in lieu of required open space
under paragraph 7.2.2, Required Open Space, can locate tree coverage areas on private lots or as otherwise specified below.
b. Any forested land in the floodway
, non-encroachment area
, floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO) (unless proposed to be filled or developed
in accordance with paragraph 8.4.4, Development in Special Flood Hazard Areas and Future Conditions Flood Hazard Areas), preserved wetlands
and wetland
buffers, steep slope areas, riparian buffers, Durham Natural Inventory
Sites, Major Transportation Corridor (MTC) buffers, and any portion of the tract
left undisturbed that satisfies the minimum size requirements established in paragraph 8.3.1D , Preserved Tree Coverage below, can be used as tree cover.
a. Tree coverage standards can be met either by preserving existing trees on the site, by planting replacement trees, or a combination of both, as required below.
b. The percentage of a tract
or phase which shall have tree coverage is as indicated below. The total tree coverage area shown reflects the addition of replacement tree coverage area to the preserved tree coverage area shown. For certain calculation exclusions in paragraph 8.3.1C.5, Tree Coverage Calculation Exclusions, the total required tree coverage may be adjusted.
(1) Residential Development![]()
(a) A minimum of 20% preserved tree coverage shall be required for any phase that does not exceed 35 acres, or if the overall development
qualifies as one of the following:
(i) An overall development
that provides affordable housing utilizing Sec. 6.6, Affordable Housing Bonus, or an approved Low-Income Housing Tax Credit (LIHTC) development
.
(ii) An overall development
that provides at least 10% of the dwelling units
as affordable dwelling units
, rental or for sale, at no more than 80% Area Median Income (AMI)
. All other provisions of an affordable housing dwelling unit
, as defined in Sec. 17.3, Defined Terms, shall apply.
(iii) An overall development
that provides at least three different housing types, with each housing type consisting of at least 20% of the overall number of units of the development
. The housing type mix shall be as follows:
a. One of the housing types shall be Apartments or Multiplex.
b. The other two housing types shall be at the discretion of the applicant.
(iv) An overall development
site that provides double the minimum riparian buffers (i.e., if the stream
requires a 50-foot buffer
, then 100 feet is provided; if the stream
requires a 150-foot buffer
, then 300 feet is provided).
(v) In addition to the environmental protections already required elsewhere in this Ordinance: an overall development
that provides a minimum 50-foot wide natural, undisturbed wildlife corridor that is maintained through the development
site and connects to neighboring, undisturbed natural areas, or tree preservation areas, on adjoining properties. The wildlife corridor shall be protected in accordance with paragraph 7.2.5C.1.
(b) If 20% tree preservation cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 15 but less than 20 | 28 |
At least 10 but less than 15 | 29 |
Less than 10 | 30 |
(c) For a phase of a development
that exceeds 35 acres and the overall development
does not qualify under paragraph 8.3.1.C.4.c.(1)(a) above, then a minimum of 30% preserved tree coverage shall be required for that phase. If that amount cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 25 but less than 30 | 33 |
At least 15 but less than 25 | 34 |
Less than 15 | 35 |
(d) Required Trees on Individual Residential Lots
(i) In addition to street tree requirements pursuant to Sec. 9.6, Street Trees, an existing tree shall be retained, or a new tree planted, prior to receiving a certificate of compliance
for a new primary structure
on a single-family
or two-family
residential lot.
(ii) A planted tree shall be an allowable canopy
or understory tree pursuant to the Durham Landscape Manual and comply with the minimum planting area.
(2) Nonresidential Development![]()
A minimum of 10% preserved tree coverage shall be required. If that amount cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 8 but less than 10 | 13 |
At least 6 but less than 8 | 14 |
Less than 6 | 15 |
(1) Residential developments
and development
in residential districts
shall provide a minimum seven percent preserved tree coverage. If that amount cannot be satisfied pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 5 but less than 7 | 8 |
At least 3 but less than 5 | 9 |
Less than 3 | 10 |
(2) Required Trees on Individual Residential Lots
(a) In addition to street tree requirements pursuant to Sec. 9.6, Street Trees, an existing tree shall be retained, or a new tree planted, prior to receiving a certificate of compliance
for a new primary structure
on a single-family
or two-family
residential lot.
(b) A planted tree shall be an allowable canopy
or understory tree pursuant to the Durham Landscape Manual and comply with the minimum planting area.
(3) Single-family
and two-family
residential developments
required to meet standards under Sec. 6.8, Infill Development in Residential Districts, shall meet the standards of that section in lieu of the requirements in paragraphs (1) and (2) above.
(4) All other development
shall provide a minimum of three percent tree coverage.
A minimum of three percent tree coverage is required, and can be provided anywhere within the contiguous zoning area.
a. For the purposes of calculating tree coverage requirements, the following shall be excluded from the total area of the development
tract
:
(1) The water surface area of ponds, lakes and other water bodies (excluding stormwater
control structures).
(2) Right-of-way
dedication
for the widening of existing road
right-of-way
.
(1) The exclusion shall only apply to single-family
and two-family
residential development
for the area within a utility easement
of record (power, gas, water, or sewer) that measures at least 50 feet in width and exists at the time of application submittal.
(2) The exclusion shall only be applied to the area calculation for replacement tree coverage and shall allow for adjustment to the overall tree coverage percentage requirement to accommodate the exclusion.
Example: An application requires tree coverage for a 100-acre development
tract
, with five acres within a qualifying easement
. Per the table in paragraph 8.3.1C.4.a, Suburban Tier, 15% is proposed for tree preservation, therefore requiring eight percent for tree replacement for a total of 23% tree coverage. The exclusion shall be applied as follows:
(i) 15% of 100 acres = 15 acres for tree preservation
(ii) Eight percent of 95 acres (5 acres removed from the 100 acres) = 7.6 acres
(iii) The total tree coverage required = 22.6 acres, or 22.6% (adjusted from the original 23% requirement to accommodate the exclusion)
6. Tree preservation and tree replacement areas shall be shown on all preliminary plats
, final plats
, site plans
and development
plans in order to clearly assign tree replacement responsibility to future owners
. Tree preservation and tree replacement areas on any individual lot shall be clearly shown on all plot plans for the lot.
7. Property owners
shall be responsible for protecting and preserving tree preservation and tree replacement areas during and after the development
process in accordance with standard horticultural practice and paragraph 8.3.2, Protection of Existing Vegetation.
Trees can satisfy both tree coverage requirements, and landscaping and buffering requirements within Article 9, Landscaping and Buffers, as applicable, as along as all applicable standards can be met.
Areas proposed as tree preservation shall meet the following requirements to satisfy the tree coverage standards in paragraph 8.3.1, Tree Coverage and Protection Standards:
1. The provisions of paragraph 8.3.2, Protection of Existing Vegetation, shall be fulfilled.
2. Tree preservation areas shall be located in the areas listed in paragraph 8.3.1, Tree Coverage Standards, above. Additional tree preservation areas can be located outside of these areas, in which case they shall be located in order to preserve major specimen trees and to preserve clusters of trees.
a. The tree coverage area for a cluster of trees shall be determined by the exterior boundary of the total tree protection zones
for all of the trees in the cluster.
b. For parcels
greater than one acre, no tree preservation area for a cluster of trees shall be counted toward meeting the tree coverage standard unless it includes a minimum of 1,000 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension of less than 13 feet. The area protected shall include the entire tree protection zone
of the tree cluster, and adequate tree protection measures, as defined in paragraph 8.3.2, Protection of Existing Vegetation, shall be taken during the construction and grading
of the project.
c. For parcels
one acre or less, no single tree preservation area for a cluster of trees shall be counted toward meeting the tree coverage standard unless it includes a minimum of 500 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension less than 13 feet.
d. At least 60% of the tree coverage included within any tree preservation area shall be composed of trees with at least a one inch dbh as determined through use of landscape sampling pursuant to paragraph 9.3.3, Sampling.
e. At least 75% of the tree protection zone
for trees within the cluster measuring at least six inches dbh shall remain undisturbed for it to be considered a protected cluster. Root zones extending into rights-of-way shall be considered disturbed areas, unless legally binding protections are placed upon those areas.
a. The tree coverage area for an individual tree shall be determined by the tree's tree protection zone.
b. At least 75% of the tree protection zone
for an individual tree shall remain undisturbed in order for that tree to count as preserved. Root zones extending into rights-of-way shall be considered disturbed areas, unless legally binding protections are placed upon those areas.
c. An individual tree can be counted toward tree coverage credit, provided that its diameter is six inches dbh or greater.
(1) Unpaved walking paths and foot trails constructed with minimal disturbance of tree roots and existing vegetation. No tree six inches dbh or greater shall be removed for the construction of the trail.
(2) Paved trails that are public trails and are shown on the most recent version of the Durham Trails and Greenways Master Plan. In no case shall the clearing of the trail corridor exceed 16 feet in width.
(3) Amenity areas containing such items as picnic tables and benches provided that such areas are unpaved and no larger than 200 square feet or 10% of the tree coverage area, whichever is smaller. No tree six inches dbh or greater shall be removed for the construction of an amenity area.
b. All buildings, utilities, and stormwater
facilities shall be set back at least 10 feet from the edge of any preserved tree coverage area. No easements
, except conservation, greenway, and landscape easements
, shall be included within a tree coverage area.
Areas proposed as tree replacement shall meet the following requirements to satisfy the standards found in paragraph 8.3.1C, Tree Coverage:
1. For parcels
greater than one acre, no tree replacement area shall be counted toward meeting the tree coverage standard unless it includes a minimum of 1,000 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension of less than 25 feet.
2. For parcels
one acre or less, no tree replacement area shall be counted toward meeting the tree coverage standard unless it includes a minimum of 500 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension less than 15 feet.
3. When replacement trees are provided in order to satisfy the requirements of paragraph 8.3.1C, Tree Coverage, coverage credit shall be accrued in accordance with the following table with credit calculated based on the required planting area for the proposed trees.
Hardwood Caliper | Non-Hardwood Height | Credit |
|---|---|---|
4 | 18 or over | 275 |
3½ | 16 to 18 | 250 |
3 | 14 to 16 | 225 |
2½ | 12 to 14 | 200 |
2 | 10 to 12 | 175 |
1½ | 8 to 10 | 150 |
1 | 7 to 8 | 100 |
0.75 | 5 to 7 | 75 |
Less than 0.75 | Less than 5 | No credit |
Example: Ten trees at 2½-inch caliper
require 2,000 square feet of planting area (10 X 200 = 2,000), and provide 2,000 square feet of replacement tree credits.
4. At least 50% of replacement trees shall be one-inch caliper
or greater.
5. All tree species shall be native to the North Carolina Piedmont region. A minimum of 50% of replacement trees shall be hardwood canopy
species. The remainder of the replacement trees shall be a mix of understory hardwood and non-hardwood species, as long as no more than 50% of this remainder is pines.
6. Replacement trees shall be provided as a mix of species, in accordance with the standards set in paragraph 9.2.3B.6, Mixing of Tree Species, and shall consist of species allowed for “Tree Coverage” in tables 1A through 1H within the Landscape Manual for Durham, North Carolina.
7. One-hundred percent of the replacement trees planted to augment preserved tree coverage clusters pursuant to paragraph 8.3.1D.3, Clusters of Trees, shall be native understory hardwoods of one inch caliper
or greater.
8. Areas designated as replacement tree coverage shall be subject to the use limitations imposed on preserved tree coverage in paragraph 8.3.1D.5, Construction in Preserved Tree Coverage Areas, except that stormwater
control measures designed as bioretention facilities shall be allowed.
9. Replacement trees shall be planted before any Certificate of Compliance
is issued, unless the planting has been deferred to an appropriate season in accordance with the requirements of paragraph 9.11.2, Extensions for All Other Development.
Any trees preserved on a development
tract
in order to meet Ordinance requirements or otherwise indicated to be preserved shall meet the following protection standards.
A. Protection measures to be used during grading
and construction, including details of the tree protection fence(s) and its location(s), shall be shown on the site, landscape, grading
, utility, demolition, and erosion
control plans.
B. Tree protection zones
shall be established around all trees to be preserved. The tree protection zone
shall either be a six-foot radius around the tree or a one-foot radius for every inch of tree dbh, whichever is greater.
C. A tree protection fence constructed of a material resistant to degradation by sun, wind, and moisture for the duration of the construction, shall be installed at the same time as the erosion
control measures, and shall remain in place until all construction is complete. Such fencing shall be mounted on metal posts placed no further than ten feet apart. Silt fencing shall not serve as tree protection fencing.
D. At the start of grading
involving the lowering of the existing grade
around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area at the same time as other erosion
control measures are installed. Tree protection fencing shall be installed on the side of this cut farthest away from the tree trunk. This procedure shall be incorporated as a note on the grading
and erosion
control plans.
E. No storage of materials, dumping of waste
materials, fill, or parking of equipment shall be allowed within the tree protection zone
, and no trespassing shall be allowed within the boundary of the tree protection zone
, and shall be so noted on the grading
and erosion
control plans and posted at each end of the tree protection fence with perimeter signs
spaced a maximum of 100 feet on center thereafter. Each sign
shall read “no trespassing/tree protection area” and “prohibido entrar/zona protectora para los arboles”.
The primary purpose of the tree survey requirements is to provide better information about the presence and location of significant trees on sites proposed for development
. This information is needed before plans for development
are so far advanced that it is unreasonable and impractical to modify the plans to protect the trees identified on the tree survey. Knowing the location and size of major specimen trees helps the staff and governing body evaluate possible modifications to the proposed plans to preserve significant trees and improve the appearance of proposed development
.
1. A land disturbance tree survey shall be required for any area for which the limits of disturbance are within 30 feet of a preserved tree coverage area, floodplain, steep slope area, riparian buffer
, required landscape buffer
, inventory site, wetland
, or conservation area.
2. The land disturbance tree survey shall show the specific location, species, size and tree protection zone
of any tree(s) six inches dbh or greater that is within 30 feet of any area proposed for disturbance, and meets the qualifications in the above paragraph.
3. The land disturbance tree survey shall be shown on all site, grading
, and erosion
control plans, as well as preliminary plats
.
4. The survey shall be prepared in accordance with paragraph 9.2.4, Landscape Plans and Surveys.
Properties shall not be clear-cut during the conduct of forestry
activities. To maintain the visual character of the site from adjoining properties and right-of-way
, a vegetated perimeter buffer
shall be maintained while tree harvesting for forestry
occurs. A 32-foot wide buffer
of naturally existing vegetation shall be maintained along all boundaries of the property being forested that adjoin other properties. Along public rights-of-way, a 50-foot buffer
of naturally existing vegetation shall be maintained, exclusive of areas required for access to the site.
Site plans
proposing development
of properties on which all or substantially all of the trees protected in a 32-foot buffer
required under this section, a 50-foot buffer
required under this section, or both, are removed shall be denied for a period of three years from the date of removal or five years from the date of removal if removal is a willful violation
of this section.
Site plans
proposing development
of properties on which all or substantially all of the trees protected in a 32-foot buffer
required under this section, a 50-foot buffer
required under this section, or both, are removed shall be denied for a period of three years from the date of removal.
A. A major specimen tree shall be defined pursuant to Sec. 17.3, Defined Terms.
B. Major specimen trees that are saved and protected under the requirements of paragraph 8.3.2 shall be granted tree coverage credit at one and one-half times the size of the tree protection zone
. Major specimen trees that are located in the floodway
, non-encroachment area
, floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO) (unless proposed to be filled or developed
in accordance with paragraph 8.4.4, Development in Special Flood Hazard Areas and Future Conditions Flood Hazard Areas), preserved wetlands
and wetland
buffers, steep slope areas, riparian buffers, Major Transportation Corridor (MTC) buffers, and Durham Natural Inventory
Sites are not eligible for additional credit as described above.
C. In order to receive additional credit for major specimen trees major
jor specimen tree survey shall be required showing specific location, species, size, and tree protection zone
of all major specimen trees to be saved. This survey shall be included on all site, landscape, grading
, utility, demolition, and erosion
control plans.
The primary purpose of the floodplain and flood damage protection standards is to preserve and maintain the natural floodplain in an undisturbed vegetated state in order to maintain flood storage capacity, control stormwater
, improve water quality and conserve plant and wildlife habitat. Additionally, these standards serve to promote public health, safety, and general welfare and to minimize public and private losses due to flood conditions within flood prone areas.
In addition, this section serves to facilitate implementation of the Federal Flood Insurance
Program and to minimize the possibility that new construction
will sustain damage from flooding by:
A. Restricting or prohibiting uses that are dangerous to health, safety and property due to water or erosion
hazards, or which result in damaging increases in erosion
or in flood heights or velocities;
B. Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
C. Controlling the alteration of natural floodplains, stream
channels, and natural protective barriers, which are involved in the accommodation of floodwaters;
D. Controlling filling, grading
, dredging, or other development
that may increase erosion
or flood damage;
E. Preventing or regulating the construction of flood barriers that unnaturally divert flood waters or that may increase flood hazards to other lands;
F. Minimizing damage to public facilities
and utilities such as water and gas mains, electric, telephone and sewer lines, and streets and bridges located in areas of special flood hazard; and
G. Ensuring that property owners
and potential property owners
are notified that property is a Special Flood Hazard Area or Future Conditions Flood Hazard Area
.
Commentary: Losses in floodprone areas are the result of the cumulative effects of obstructions
, removal of vegetative cover, and construction practices that cause an increase in flood heights and velocities. Increased flood heights and velocities create a greater threat to land uses and structures that are inadequately elevated, floodproofed, or are otherwise unprotected from flood damage. Occupancy in flood prone areas by uses vulnerable to floods or other hazards can result in loss of life, property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures of flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
The degree of flood protection required by this ordinance is considered reasonable for regulatory purposes and is based on scientific and engineering consideration. Larger floods can and will occur. Actual flood heights may be increased by man-made or natural causes. This ordinance does not imply that land outside the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas or uses permitted within such areas will be free from flooding or flood damages. This ordinance shall not create liability on the part of Durham City or County or by any officer
or employee thereof for any flood damages that result from reliance on this ordinance or any administrative decision lawfully made hereunder.
This section shall apply to all Special Flood Hazard Areas, Future Conditions Flood
Hazard Areas, and nearby effected flood hazard areas within the City and County of Durham as identified by the Federal Emergency Management Agency
(FEMA) or produced
under the Cooperating Technical State (CTS) agreement between the State of North Carolina and FEMA in its FIS dated December 6, 2019, for Durham County and associated DFIRM panels, including any digital data developed
as part of the FIS, which are adopted by reference and declared a part of this ordinance and any revision thereto pursuant to NCGS§ 160D-105. The Special Flood Hazard Areas, Future Conditions Flood
Hazard Areas, and nearby effected flood hazard areas also include those defined through standard engineering analysis for private development
or by governmental agencies
, but which have not yet been incorporated in the FIRM. This includes, but is not limited to, detailed flood data generated as a requirement of paragraphs 3.21.2B.11 and 12, Duties and Responsibilities.
In all Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas the following provisions are required:
1. All new construction
and substantial improvements
shall be anchored to prevent flotation, collapse, or lateral movement of the structure
;
2. All new construction
and substantial improvements
shall be constructed with materials and utility equipment resistant to flood damage;
3. All new construction
or substantial improvements
shall be constructed by methods and practices that minimize flood damages;
4. Electrical, heating, ventilation, plumbing, air conditioning equipment, and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. These include but are not limited to HVAC equipment, water softener units, bath/kitchen fixtures, ductwork, electric meter panels/boxes, utility/cable boxes, appliances (i.e., washers, dryers, refrigerator, etc.), hot water heaters, electric outlets/switches;
5. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system;
6. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters;
7. On-site waste
disposal
systems shall be located and constructed to avoid impairment to them or contamination from them during flooding;
8. Any alteration, repair, reconstruction, or improvements to a structure
which is in compliance with the provisions of this ordinance, shall meet the requirements of new construction
; and
9. New solid waste
disposal
facilities and sites, hazardous waste
management facilities, salvage yards
, and chemical storage facilities shall not be permitted. A structure
or tank for chemical or fuel storage incidental to an allowed use or to the operation of a water treatment plant or wastewater treatment facility can be located in a Special Flood Hazard Area only if the structure
or tank is either elevated or floodproofed to at least the regulatory flood protection elevation and certified according to the certification requirements in Sec. 3.21, Floodplain Development Permit
.
10. Fill material shall be used for all new construction
and substantial improvements
to create an elevation that is two feet above base flood
elevation or future conditions flood elevation
, except as otherwise authorized pursuant to paragraph 8.4.4, Development
in Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas. The fill material shall be required to extend for a distance of 40 feet from the exterior walls of a building
. Where the distance to the property line is less than 40 feet, the fill shall extend to the property line. The required fill material distance shall include a sloped edge with a maximum 3:1 slope [for example, for a fill three feet deep: 31 feet of flat fill plus nine feet of sloped fill] or a retaining wall in lieu of the slope [for example, a side yard
of flat fill and a retaining wall]. Residential accessory structures which are defined as nonhabitable structures by the North Carolina Building
Code are exempt from requirements to extend the fill material away from the base but are required to be placed on fill which is two feet, or five feet in Zone A, above base flood
elevation. Exceptions from any of these requirements resulting from special storm water considerations shall be forwarded to the approving authority if other than the Floodplain Administrator
, with a recommendation from the Floodplain Administrator
.
11. Nothing in this ordinance shall prevent the repair, reconstruction, or replacement of a building
or structure
existing on the effective date of this ordinance and located totally or partially within the floodway
or non-encroachment area
, provided there is no additional encroachment
below the Regulatory Flood Protection Elevation
in the floodway
or non-encroachment area
, and provided that such repair, reconstruction, or replacement meets all of the other requirements of this ordinance.
12. When a structure
is partially located in a Special Flood Hazard Area, the entire structure
shall meet the requirements for new construction
and substantial improvements
.
13. When a structure
is located in multiple flood hazard zones or in a flood hazard risk zone with multiple base flood
elevations, the provisions for the more restrictive flood hazard risk zone and the highest Base Flood Elevation (BFE)
shall apply.
In all Special Flood Hazard Areas where Base Flood Elevation (BFE)
data has been provided and in Future Conditions Flood
Hazard Areas where future conditions flood
elevations data has been provided, as set forth in paragraph 8.4.2, Applicability, or paragraph 3.21.2B (11 and 12), Duties and Responsibilities, the following provisions are required:
a. Land in the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas can be used for the following purposes, provided that such uses are designed and constructed to minimize clearing, grading
, erosion
and water quality degradation and are in compliance with the Sec. 8.4, Floodplain and Flood Damage Protection Standards. Land within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall not serve to meet minimum lot size requirements, except in the Rural Tier and on property zoned RR or RS-20 in the Suburban Tier where at least 50% of the required lot area
is located outside the floodway
or non-encroachment area
or floodway fringe
.
b. When permitted, development
proposals located within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall:
(1) be consistent with the need to minimize flood damage;
(2) have public utilities
and facilities such as sewer, gas, electrical, and water systems located and constructed to minimize flood damage;
(3) have adequate drainage provided to reduce exposure to flood hazards; and,
(4) have Base Flood Elevation (BFE)
data provided if development
is greater than the lesser of five (5) acres or fifty (50) lots/manufactured home sites. Such Base Flood Elevation (BFE)
data shall be adopted by reference per paragraph 8.4.2, Applicability, to be utilized in implementing this code.
New construction
or substantial improvement
of any residential structure
(including manufactured homes) shall have the reference level
, including basement
, elevated no lower than the regulatory flood protection elevation.
New construction
or substantial improvement
of any commercial, industrial (other than hazardous, solid waste
, salvage yards
, chemical storage facilities or similar uses which are prohibited) or other non-residential structure
shall have the reference level
, including basement
, elevated no lower than the regulatory flood protection elevation. Structures located in AE and X (Future) Zones can be floodproofed to the regulatory flood protection elevation in lieu of elevation provided that all areas of the structure
below the required flood protection elevation are watertight with walls substantially impermeable to the passage of water, using structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered professional engineer or architect shall certify that the standards of this subsection are satisfied. Such certification shall be provided to the official as set forth in the certification requirements in Sec. 3.21, Floodplain Development Permit
.
a. New or replacement manufactured homes shall be elevated so that the reference level
of the manufactured home is no lower than the regulatory flood protection elevation.
b. Manufactured homes shall be securely anchored to an adequately anchored foundation to resist flotation, collapse, and lateral movement in accordance with the State of North Carolina Regulations for Manufactured/Mobile Homes, 1995 Edition, and any revision thereto adopted by the Commissioner of Insurance pursuant to NCGS §143-143.15 or a certified engineered foundation. Additionally, when the elevation would be met by an elevation of the chassis thirty-six (36) inches or less above the grade
at the site, the chassis shall be supported by reinforced piers or other foundation elements of at least equivalent strength. When the elevation of the chassis is above thirty-six (36) inches in height, an engineering certification is required.
c. All foundation enclosures or skirting shall be in accordance with paragraph 8.4.3B.5, Elevated Buildings
.
d. All new, substantially improved
or substantially damaged
manufactured home parks
or subdivisions
located within Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas shall prepare an evacuation plan for evacuation of all residents. The plan shall be filed with the Floodplain Administrator
and the Emergency Management Coordinator prior to the time of site plan
approval, plat
approval, or building permit
, if site plans
or plats
are not required.
e. Manufactured homes, except replacement manufactured homes located in an existing manufactured home park
or subdivision
, shall not be permitted in the floodway
or non-encroachment area
. Permitted manufactured homes shall be subject to the non-encroachment standards of paragraph 8.4.3E, Floodway
and Non-Encroachment Areas
.
New construction
or substantial improvements
of elevated buildings
that include fully enclosed areas that are below the regulatory flood protection elevation shall not be designed to be used for human habitation, but shall be designed to be used only for parking of vehicles
, building
access, or limited storage of maintenance equipment used in connection with the premises, be constructed entirely of flood resistant materials below the regulatory flood protection level in Zone AE and X Zone (Future) and meet the following design criteria:
a. Measures for complying with this requirement shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. To meet this requirement, the foundation must either be certified by a professional engineer or architect or meet the following minimum design criteria:
(1) Provide a minimum of two openings on different sides of each enclosed area subject to flooding.
(2) The total net area of all openings must be at least one (1) square inch for each square foot of each enclosed area subject to flooding.
(3) If a building
has more than one enclosed area, each area must have openings on exterior walls to allow floodwater to directly enter;
(4) The bottom of all required openings shall be no higher than one (1) foot above the adjacent
grade
; and
(5) Openings can be equipped with screens
, louvers, or other opening coverings or devices provided they permit the automatic flow of floodwaters in both directions. For purposes of this provision, vinyl or sheet metal skirting shall not be considered an enclosure for regulatory and flood insurance
rating purposes and therefore shall not require hydrostatic openings.
b. Access to the enclosed area shall be the minimum necessary to allow for parking of vehicles
(garage door) or limited storage of maintenance equipment used in connection with the premises (standard exterior door) or entry to the living area (stairway or elevator). The interior portion of such enclosed area shall not be partitioned or finished into separate rooms, except to enclose storage areas.
a. Additions and/or improvements to pre-FIRM structures when the addition and/or improvements in combination with any interior modifications to the existing structure
are:
(1) not a substantial improvement
the addition and/or improvements must be designed to minimize flood damages and must not be any more non-conforming than the existing structure
; or
(2) a substantial improvement
, the existing structure
and the addition and/or improvements must comply with the standards for new construction
.
b. Additions to post-FIRM structures with no modifications to the existing structure
shall require only the addition to comply with the standards for new construction
.
c. Additions and/or improvements to post-FIRM structures whereas the addition and/or improvements in combination with any interior modifications to the existing structure
are:
(1) not a substantial improvement
, the addition and/or improvements only must comply with the standards for new construction
; or
(2) a substantial improvement
, the existing structure
and the addition and/or improvements must comply with the standards for new construction
.
d. Where a fire wall or independent perimeter load-bearing wall is provided between the addition and the existing building
, the addition(s) shall be considered a separate building
and only the addition must comply with the standards for new construction
.
Recreational vehicles
shall not be located within Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas for 180 days or more and shall be licensed and ready for highway use (on wheels attached to a site by quick-disconnect type utilities with no permanently attached additions). Recreational vehicles
not meeting these standards shall meet the standards of manufactured homes above.
Prior to the issuance of a floodplain development permit
for a temporary structure
, Applicants must submit to the Floodplain Administrator
a written plan for the removal of such structure
(s) in the event of a hurricane or flash flood warning notification. The plan must include the following information:
a. a proposed time period for which the temporary use will be permitted;
b. the name, address, and phone number of the individual responsible for the removal of the temporary structure
;
c. the time frame prior to the event at which a structure
will be removed (i.e. minimum of 72 hours before landfall of a hurricane or immediately upon flood warning notification);
d. a copy of the contract or other suitable instrument with a trucking company to ensure the availability of removal equipment when needed; and
e. designation, accompanied by documentation, of a location outside the Special Flood Hazard Area or Future Conditions Flood Hazard Area
to which the temporary structure
will be moved.
When accessory structures (sheds, detached garages, etc.) are to be placed within a Special Flood Hazard Area or Future Conditions Flood Hazard Area
, the following criteria shall be met:
a. Accessory structures shall not be used for human habitation (including work, sleeping, living, cooking or restroom areas);
b. Accessory structures shall be designed to have low flood damage potential;
c. Accessory structures shall be constructed and placed on the building
site so as to offer the minimum resistance to the flow of floodwaters;
d. Accessory structures shall be firmly anchored in accordance with paragraph 8.4.3, General;
e. All service facilities such as electrical and heating equipment shall be installed in accordance with paragraph 8.4.3, Specific Standards;
f. Openings to relieve hydrostatic pressure during a flood shall be provided below regulatory flood protection elevation in conformance with elevated building
requirements in paragraph 8.4.3, Standards; and
g. An accessory structure
with a footprint less than 150 square feet does not require an elevation or floodproofing
certificate. Elevation or floodproofing
certifications are required for all other accessory structures in accordance with the certification requirements in Sec. 3.21, Floodplain Development Permit
.
Within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, where no Base Flood Elevation (BFE)
data has been provided, the following provisions shall apply:
1. No encroachments
, including fill, new construction
, substantial improvements
or new development
shall be permitted within a distance of 20 feet each side from top of bank or five times the width of the stream
whichever is greater, unless certification with supporting technical data by a registered professional engineer is provided demonstrating that such encroachments
shall not result in any increase in flood levels during the occurrence of the base flood
discharge.
2. The BFE used in determining the regulatory flood protection elevation shall be determined based on one of the following criteria set in priority order:
a. If Base Flood Elevation (BFE)
data is available from other sources, all new construction
and substantial improvements
within such areas shall also comply with all applicable provisions of this ordinance and shall be elevated or floodproofed in accordance with standards in paragraph 3.21.2B (11&12).
b. All subdivision
, manufactured home park
and other development
proposals shall provide Base Flood Elevation (BFE)
data if development
is greater than five acres or has more than 50 lots/manufactured home sites. Such Base Flood Elevation (BFE)
data shall be adopted by reference per paragraph 8.4.2, Standards, to be utilized in implementing this ordinance. A Letter of Map Revision LOMR
R) shall be required prior to the approval of construction drawings for development
requiring BFE data to be provided.
c. When Base Flood Elevation (BFE)
data is not available from a Federal, State, or other source as outlined above, the reference level
shall be elevated to or above five feet above the highest adjacent
grade
.
Along rivers and streams
where Base Flood Elevation (BFE)
data is provided but neither floodway
nor non-encroachment areas
are identified for a Special Flood Hazard Area on the FIRM or in the FIS, no encroachments
, including fill, new construction
, substantial improvements
, or other development
, shall be permitted unless certification with supporting technical data by a registered professional engineer is provided demonstrating that the cumulative effect of the proposed development
, when combined with all other existing and anticipated development
, will not increase the water surface elevation of the base flood
more than one foot at any point within the community.
Located within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, are areas designated as floodways
or non-encroachment areas
, which are extremely hazardous due to the velocity of floodwaters that have erosion
potential and carry debris and potential projectiles. In such areas no encroachments
, including fill, new construction
, substantial improvements
, or other development
shall be permitted unless the Federal Emergency Management Agency
(FEMA) authorizes conditional approval of the proposed encroachment
via a Conditional Letter of Map Revision (CLOMR)
or a professional engineer registered in the State of North Carolina certifies that such uses will result in no increases in flood levels during the occurrence of a base flood
, as demonstrated through hydrologic and hydraulic analysis performed in accordance with standard engineering practice if required by the Floodplain Administrator
.
Located within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, are areas designated as shallow flooding areas. These areas have special flood hazards associated with base flood
depths of one (1) to three (3) feet where a clearly defined channel does not exist and where the path of flooding is unpredictable and indeterminate. In addition to the general standards in 8.4.3A, all new construction
and substantial improvements
shall meet the following requirements.
1. The reference level
shall be elevated at least as high as the depth number specified on the Flood Insurance Rate Map (FIRM)
, in feet, plus a freeboard
of two feet, above the highest adjacent
grade
; or at least five feet above the highest adjacent
grade
if no depth number is specified.
2. Non-residential structures may, in lieu of elevation, be floodproofed to the same level as required in paragraph 8.4.3F.1 so that the structure
, together with attendant utility and sanitary facilities, below that level shall be watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy. Certification is required as per paragraph 3.21.6, Certification Requirements, and paragraph 8.4.3B.3, Non-Residential Construction.
3. Adequate drainage paths shall be provided around structures on slopes, to guide floodwaters around and away from proposed structures.
1. Development
and land disturbing activity
within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall be prohibited, except as provided below.
2. The Floodplain Administrator
and the Board of Adjustment, as applicable, shall not approve development
that is located below the regulatory flood protection elevation if such development
is otherwise required to be located at or above the regulatory flood protection elevation or is not permitted within the Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas.
3. Development
addressed under paragraph 8.4.3C, Floodplains without Base Flood
Elevations, and paragraph 8.4.3D, Floodplains with Base Flood
Elevations but no Established Floodway
or Non-Encroachment Areas
, shall be deemed floodway
development
for purposes of this section.
Land can be used for the following purposes, with no special approvals required:
1. Agricultural uses
, including active agriculture, pasture forestry
, wildlife sanctuary, game farms
, and similar uses; and
2. Lawns and gardens.
The following shall only require Floodplain Administrator
approval in association with any applicable site plan
, plat
, construction drawings, or building permit
approval.
1. Development
of, or substantial improvements
to, a single-family
or duplex structure
, and associated site improvements such as accessory structures, driveways
, walkways, and utility crossings, on a single lot of record
recorded
on or before January 1, 2006, or recorded prior to being mapped in the floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO). Such projects can utilize fill, pursuant to a floodplain development permit
per Sec. 3.21, Floodplain Development Permit
, in the floodway fringe
, non-encroachment area fringe
, or Zone AO.
2. Floodproofing
or elevation by design in lieu of required fill for new construction
or substantial improvements
on lots of record
that were recorded on or before January 1, 2006, pursuant to a floodplain development permit
issued under Sec. 3.21, Floodplain Development Permit
. If the Floodplain Administrator
approves floodproofed or elevated-by-design construction or improvements rather than use of fill in Zone AE or Zone X (Future), the approval shall specify the minimum foundation opening requirements and limitations on below-BFE enclosures uses, if applicable.
3. Development
with a valid site plan
or preliminary plat
approval prior to the most recent and applicable Flood Insurance
Rate Map(s) (FIRM) for Durham County. This shall also include any necessary site plan
or preliminary plat
amendment that is a result of the impacts of the FIRM.
4. The following uses, with the ability to utilize fill in support of the use:
a. Parks, playgrounds
, trails, ballfields, and other similar recreational facilities.
b. Constructed or restored wetlands
or riparian buffers for mitigation.
c. Utility crossings to connect to existing facilities where it is the most direct connection, as specified by the Public Works Director, or designee. Crossings shall be perpendicular from the facility to the connection, with an allowable 15 degree variation. A non-perpendicular route shall be used if it is demonstrated to cause less disturbance than the perpendicular route.
d. Crossings by streets, driveways
, pedestrian walkways, and railroads where no other option is available. Crossings shall be perpendicular from the facility to the connection, with an allowable 15 degree variation. A non-perpendicular route shall be used if it is demonstrated to cause less disturbance than the perpendicular route.
e. Level spreaders and vegetative filter strip stormwater runoff
devices.
The following shall require approval of a minor special use permit pursuant to Sec. 3.9, Special Use Permits, including the review factors in paragraph 3.9.8C, Additional Review Factors for Development
in Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas.
Any fill or development
(e.g., parking or floodproofing
or elevation by design) in the floodway fringe
, non-encroachment area fringe
, Future Conditions Flood
Hazard Areas, or Areas of Shallow Flooding Zone
e AO) that is not under the approval authority of the Floodplain Administrator
pursuant to paragraph 8.4.4B, Development
Requiring Floodplain Administrator
Approval.
a. Uses listed below and located in the floodway
or non-encroachment area
that do not qualify for Floodplain Administrator
approval pursuant to paragraph 8.4.4C, Development
Requiring Floodplain Administrator
Approval:
(1) Crossings by streets, driveways
, pedestrian walkways, and railroads.
(2) Intakes, docks, piers, utilities (including water and wastewater treatment, including stormwater
control and sedimentation
and erosion
control facilities), bridges, other public facilities
, and water-dependent structures
.
(3) Other encroachments
authorized by FEMA.
b. Fill may be proposed in support of such uses.
c. Certification required under paragraph 8.4.3C, Floodplains without Base Flood
Elevations, paragraph 8.4.3D, Floodplains with Base Flood
Elevations but no Established Floodway
or Non-Encroachment Areas
, or paragraph 8.4.3E, Floodway
and Non-Encroachment Areas
, as appropriate, shall be provided.
1. No density
credit shall be allowed for land in the floodway
or non-encroachment area
, except as otherwise allowed in this Ordinance.
2. The amount of land in the floodway fringe
or non-encroachment area fringe
shall be credited for residential density
on adjacent
land in the same development
at a rate of 50% of that allowed by the zoning, except as otherwise allowed in this Ordinance.
3. The portions of the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas located within required riparian buffers shall be given 100% credit.
The primary purpose of Sec. 8.5, Riparian Buffer Protection Standards (which may be referred to herein as “this section”) is to maintain land adjacent
to surface waters in a vegetated state in order to enhance and maintain water quality, protect stream
channel wetlands
, minimize stormwater runoff
, reduce sedimentation
and erosion
, provide nutrient removal, conserve plant and wildlife habitat and protect wildlife movement corridors.
This section shall apply to any person
or entity conducting activities within the City or County of Durham, except where such activities are otherwise regulated by the State of North Carolina or the United States. Outside of the Neuse River Basin, activities otherwise regulated by the State include forest harvesting and agricultural activities, activities conducted by a local, state, or federal government, and activities under multiple jurisdictions except where such multiple jurisdictions are the City and County of Durham exclusively. This section shall supersede all locally implemented buffer
requirements stated in 15A NCAC 02B .0214 through .0216 as applied to WS-II, WS-III, and WS-IV waters in the Jordan watershed
. Where any requirement of this section conflicts with any other valid law, the most stringent requirement shall apply.
The requirements of this section shall apply in all cases, including where State standards are less stringent. Review and approval by the City or County is always required, except in the case of an exempt use, and shall occur pursuant to the applicable process in each case (e.g., Preliminary Plat
, Major Site Plan
, etc.). Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
Within the Neuse River Basin, the definitions contained or referenced in 15A NCAC 02B .0233 and .0242 shall apply to this section. Outside of the Neuse River Basin, the definitions contained or referenced in 15A NCAC 02B .0263, .0267, and .0268 shall apply to this section. Such definitions shall supersede any conflicting UDO definition for purposes of this section.
This section shall apply to any activity conducted within any riparian buffer
, and to any activity conducted outside of any riparian buffer
that has hydrologic impacts upon that buffer
in violation
of the diffuse flow requirements of paragraph 8.5.5, Diffuse Flow Requirements. There is no disturbed area minimum for regulated activities and they include but are not limited to activities conducted pursuant to building
permits. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
a. Riparian buffers as depicted on the table below shall be required adjacent
to the following surface waters: intermittent streams perennial
l streams
; modified natural streams
; lakes; and ponds including beaver ponds.
b. The table includes the additional buffer
width required for certain surface waters in watershed
protection overlays. It does not include the 10-foot setback
required under paragraph 8.5.9C below.
c. A lake or pond shall receive the same buffer
as the stream
to which it is connected at the point of initial connection.
d. A gap of 300 feet or less in a stream
, as determined by the City or County, shall receive the same buffer
as the upstream portion of such stream
, including culverted or piped streams
approved and installed after the effective dates listed in paragraph 8.5.4C.3.a.
Commentary: UDO Sec. 17.3, Defined Terms, defines “adjacent
” as “[p]roperty abutting directly on the boundary of, touching, or sharing a common point.” The applicable state rules define “modified natural stream
” as “an on-site channelization or relocation of a stream
channel and subsequent relocation of the intermittent or perennial flow as evidenced by topographic alterations in the immediate watershed
. A modified natural stream
must have the typical biological, hydrological, and physical characteristics commonly associated with the conveyance of water.”
Key:
P – Perennial
I – Intermittent
NA – Not applicable because not located therein
M/LR-A – Lake Michie/Little River Critical Area
M/LR-B – Lake Michie/Little River Protected Area
E-A; E-A(2) – Eno River Critical Area
E-B – Eno River Protected Area
F/J-A – Falls/Jordan Critical Area
F/J-B – Falls/Jordan Protected Area
Tier | Watershed | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
None | M/LR-A | M/LR-B | E-A, E-A(2) | E-B | F/J-A | F/J-B | ||||||||
Downtown and Compact Neighborhood | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | 100 | 501 |
Urban | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | NA | NA | NA | NA | NA | NA | 100 | 501 | NA | NA | 100 | 501 |
Suburban | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | 150 | 50 | 150 | 50 | 150 | 50 | 100 | 501 | 150 | 100 | 100 | 501 |
Rural | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | 150 | 50 | 150 | 50 | NA | NA | 100 | 501 | 150 | 100 | 100 | 501 |
1 Stream | ||||||||||||||
Riparian buffers shall be required adjacent
to reservoirs pursuant to Sec. 8.6, Water Supply Reservoir Buffer
.
Riparian buffers shall be required adjacent
to wetlands
pursuant to Sec. 8.9, Wetlands
Protection Standards.
4. Wetlands
adjacent
to, or within 50 feet of, surface waters shall be considered part of the riparian buffers but are regulated pursuant to 15A NCAC 2B .0230 and .0231, 15A NCAC 2H .0500, 15A NCAC 2H .1300, and Sections 401 and 404 of the Federal Water Pollution Control Act.
Riparian buffers shall be measured as follows:
1. For intermittent and perennial streams
, begin at the top of the bank and extend landward the required distance on all sides of the surface water, measured horizontally on a line perpendicular to a vertical line marking the top of the bank.
2. For ponds, lakes and reservoirs located within a natural drainage way, begin at the normal water level and extend landward the required distance, measured horizontally on a line perpendicular to a vertical line marking the normal water level.
3. Where an intermittent or perennial stream
begins or ends, including but not limited to when it goes underground, enters or exits a culvert, or enters or exits a wetland
, begin at the top of the bank and extend landward the required distance in a radius around the beginning or end.
a. The radius requirement shall apply to culverts or piping present within the riparian buffer
as of July 22, 1997 within the Neuse River Basin, or as of the effective date of this section (November 4, 2010 for the City; November 8, 2010 for the County) outside of the Neuse River Basin, and has continued to exist since that time.
b. Paragraph 8.5.8, Piping Streams
, shall apply to culverts or piping that were approved and installed after such effective dates.
4. Where an intermittent, perennial, or modified natural stream
contains a gap of 300 feet or less, as determined by the City or County, extend the upstream buffer
in a straight line through the gap, or in an alternative manner if approved by the Planning Director or designee, until it meets the downstream buffer
. This shall include culverted or piped streams
approved and installed after the effective dates listed in paragraph 8.5.4C.3.a.
1. Riparian buffers shall be clearly indicated on all development
plans, site plans
, preliminary plats
, final plats
, sedimentation
and erosion
control plans, any other plans required before, during, or after construction, and any other documents as required under applicable law or policy.
2. Signs
or other mechanisms that clearly demarcate riparian buffer
boundaries shall be required for all new development
or redevelopment.
a. Temporary signs
shall be installed before clearing and grading
begins and maintained until permanent signs
are installed. Tree save or silt fencing may be used in lieu of temporary signs
with prior approval from the City or County as appropriate.
b. Permanent signs
shall be installed prior to issuance of certificate of occupancy and maintained in perpetuity.
c. All signs
shall be posted at intervals of one per parcel
or every 50 feet, whichever is less.
d. Each sign
shall be [at least, City only] four inches by six inches in size, shall face away from the buffer
, and shall read “Riparian Buffer
– Do Not Disturb Except as Authorized by the City [County] of Durham”.
e. All signs
must be placed on metal or wood posts installed securely in the ground, except that permanent signs
may be placed on permanent fencing along the buffer
boundary. If wood posts are used they must be at least two inches by two inches in size and be made of treated wood. Posts must extend a minimum of three feet above ground and be sunk at least two feet below ground.
Diffuse flow shall be maintained in riparian buffers by dispersing concentrated flow prior to its entry into a buffer
and reestablishing vegetation as listed below. These requirements apply to all development
, including development
that does not propose to impact or conduct an activity within a riparian buffer
.
A. Concentrated runoff
from new ditches or man-made conveyances shall be converted to diffuse flow at non-erosive velocities before the runoff
enters a riparian buffer
except as authorized under paragraph 8.5.10, Uses.
B. Corrective action to restore diffuse flow shall be taken as necessary and shall be designed to impede the formation of erosion
gullies.
C. New stormwater
conveyances including drainage ditches, roadside ditches, and stormwater
BMPs shall not be allowed in or through riparian buffers except as authorized under paragraph 8.5.10, Uses.
All of the following maps shall be used to identify surface water subject to the requirements of this section:
1. The most recent version of the soil survey map prepared by the Natural Resources Conservation Service of the United States Department of Agriculture, which means the most recent hard copy paper bound map or CD-ROM or PDF of such map; and
2. The most recent version of the 1:24,000 scale (7.5 minute) quadrangle topographic map prepared by the United States Geologic Survey (USGS); and
3. Outside of the Neuse River Basin, any map approved by the Geographic Information Coordinating Council, the North Carolina Environmental Management Commission and both governing bodies as more accurate than the maps listed in paragraphs 1 and 2 above. However, such map shall not be used for buffer
delineation on projects that are existing and ongoing under paragraph 8.5.7, Existing Use
Exemption.
Surface water shall be deemed present if it is at least approximately shown on any map. If any surface water is depicted differently on different maps, the most restrictive depiction shall apply.
A landowner or other affected party who believes that surface water is inaccurately depicted shall consult the North Carolina Division of Water Resources (Division) and may request an on-site determination by the Division.
a. The Division or another party may request an on-site determination by the City or County as appropriate of the specific origination point of a stream
where it is in question.
b. A landowner or other affected party, including the Division, who believes that one or more maps inaccurately depict, or omit based on site-specific evidence, surface water shall consult the City or County as appropriate and may request an on-site determination by the City or County.
c. When an on-site determination is requested, a City or County representative, or other party authorized or accepted by the City or County, who has successfully completed the Division’s Surface Water Identification Training Certification course, its successor, or other equivalent training curriculum approved by the Division, shall make the on-site determination following submission of any fees, information or documents required by the City or County. An origination point shall be established using the latest version of the Division publication, Identification Methods for the Origins of .
d. A City or County representative, or other party authorized or accepted by the City or County, who has successfully completed the training required above may also make either type of on-site determination absent an outside consultation or request.
e. An on-site determination shall be valid for five years from the date of the determination unless specified otherwise therein.
3. Surface water shown on a map shall be exempt from Sec. 8.5, Riparian Buffer Protection Standards, if it is determined on site to be: 1) a manmade pond or lake located outside of a natural drainage way, meaning the pond or lake is not fed by directly nor indirectly, and has no direct nor indirect discharge to, an intermittent or perennial stream
; 2) an ephemeral stream
; 3) not present on the ground, except for any stream
gap of 300 feet or less; or 4) a ditch or other manmade conveyance other than a modified natural stream
unless constructed for navigation or boat access.
4. Surface water not shown on a map shall be governed by Sec. 8.5, Riparian Buffer Protection Standards, if it is determined on site to be: 1) a lake, pond, or impoundment located in a natural drainage way, meaning the lake, pond, or impoundment is fed by and discharges to an intermittent or perennial stream perennial
ennial stream
, including any gap of 300 feet or less; 3) an intermittent stream
, including any gap of 300 feet or less; or 4) a modified natural stream
, including any gap of 300 feet or less.
Commentary: A lake, pond, or impoundment of a jurisdictional water does not lose its jurisdictional status if it contributes surface water flow to a downstream jurisdictional water in a typical year through a channelized non-jurisdictional surface water feature, through a culvert, dike, spillway, or similar artificial feature, or through a debris pile, boulder field, or similar natural feature.
5. Despite the provisions of Section 2.4, Board of Adjustment, any dispute shall be referred to the Division Director c/o the 401 Oversight Express Permitting Unit, or its successor, in writing. The Director’s determination is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This section shall not apply to the portion of a riparian buffer
occupied by the footprint of a legal existing and ongoing use. An existing and ongoing use is a use that was present within the riparian buffer
as of July 22, 1997 within the Neuse River Basin, or as the effective date of this section outside of the Neuse River Basin, and has continued to exist since that time. Such uses may include but are not limited to agriculture, buildings, industrial facilities, commercial areas, transportation facilities, maintained lawns, utility lines and on-site sanitary sewage systems. A use that converts from an existing and ongoing use to another use shall no longer be exempt. Conversion includes but is not limited to changing an agricultural operation to non-agricultural use, failing to maintain a lawn, or failing to meet the criteria specified below for activities allowed.
The following activities do not convert an existing and ongoing use to another use:
1. Activities necessary to maintain a use provided that no impervious surface
is added to the riparian buffer
where it did not exist as of the applicable date, existing diffuse flow is maintained, and either 1) outside of the Neuse River Basin, the site remains similarly vegetated, or 2) within the Neuse River Basin, no additional vegetation is removed except that grazed or trampled by livestock
;
2. Grading
and revegetating of the outer 20 feet of a buffer
that is not located in a watershed
protection overlay, provided that the health of the vegetation in the inner 30 feet of the buffer
is not compromised, the ground is stabilized and existing diffuse flow is maintained; or
3. Outside of the Neuse River Basin, change of ownership through purchase or inheritance.
Outside of the Neuse River Basin, a project that meets at least one of the following criteria is also existing and ongoing:
1. The project requires a 401 Certification and 404 Permit and they were issued prior to the effective date of this section;
2. The project requires a state permit (e.g., landfill, National Pollutant Discharge Elimination System (NPDES) wastewater discharge, land application of residuals, road
construction activity), has started construction or is under contract to start construction, and received all required state permits and certifications prior to the effective date of this section;
3. The project is reviewed through the Clean Water Act Section 404/National Environmental Policy Act Merger 01 Process or its immediate successor and reached agreement with the NC Department of Environmental Quality on avoidance and minimization prior to the effective date of this section; or
4. The project can avoid review under the Clean Water Act Section 404/National Environmental Policy Act Merger 01 Process or its immediate successor due to a Finding of No Significant Impact and received written approval from the City or County as appropriate prior to the effective date of this section.
Where application of the Neuse River Basin riparian buffer
requirements would preclude construction of a single-family
residence and necessary infrastructure, such as an on-site wastewater system, the single-family
residence may encroach
into the buffer
if all of the following criteria are met.
a. The lot was platted
and recorded prior to August 1, 2000.
b. The lot area
is two acres or less.
c. The lot is adjacent
to the buffered surface waters.
d. The lot is not within a watershed
protection overlay, or the lot is within a watershed
protection overlay but was recorded prior to the effective date of the applicable watershed
protection overlay.
2. If documentation demonstrates the lot meets all of the above criteria, then a single-family
residence can encroach
into the buffer
with the following conditions:
a. The residence is set back the maximum feasible distance from the top of the bank, rooted herbaceous vegetation, normal high-water level, or normal water level, whichever is applicable, on the existing lot and designed to minimize encroachment
into the riparian buffer
;
b. The residence is set back a minimum of 30 feet landward of the top of the bank, rooted herbaceous vegetation, normal high-water level, or normal water level, whichever is applicable;
c. Stormwater
generated by new impervious surface
within the riparian buffer
is treated, and diffuse flow of stormwater
is maintained through the buffer
; and
d. If the residence will be served by an on-site wastewater system, no part of the septic tank or drain field shall encroach
into the riparian buffer
.
3. Prior to the issuance of a building permit
, a buffer
authorization is required for any encroachments
into the riparian buffer
.
Piping of streams
is prohibited except where necessary to accomplish a use that is authorized under paragraph 8.5.10, Uses, and approved as required.
Commentary: Approved piping is a use within an existing buffer
and the buffer
remains in effect. There is no gap in the buffer
, so buffer
requirements apply along the piped portion of the stream
.
A. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
B. No new clearing, grading
, or development
shall take place nor shall any new building
permits be issued in violation
of this section. Parties subject to this section shall abide by all state rules and laws regarding waters of the state including but not limited to 15A NCAC 2B .0230 and .0231, 15A NCAC 2H .0500, 15A NCAC 2H .1300, and Sections 401 and 404 of the Federal Water Pollution Control Act.
C. Buildings and other features that require grading
and construction shall be set back at least ten feet from the edge of the riparian buffer
. When an encroachment
into a riparian buffer
is permitted either by right, through required authorization, or from approval of a variance
, grading
and construction necessary for that encroachment
shall be allowed within the set back.
D. Any use authorized by this section shall be designed, constructed and maintained to minimize the amount of intrusion into the riparian buffer
and to minimize clearing, grading
, erosion
, water quality degradation, and damage to vegetation.
E. Where any use involves temporary land clearing, revegetation shall occur pursuant to an approved vegetation plan. Such plan shall include trees as specified under paragraph 9.2.3B.6, Mixing of Tree Species, and the Durham Landscape Manual, planted at a density
sufficient to provide 320 trees per acre at maturity with at least 50% of those trees having the potential of attaining a two and a half inch or greater dbh within seven years. All selected species must be native to the North Carolina Piedmont region.
An exempt use may occur without authorization provided it adheres to the limitations contained in the Table of Uses below. In addition, an exempt use shall be designed, constructed, maintained and monitored to minimize soil disturbance and maximize water quality protection.
An allowable use requires written authorization from the North Carolina Division of Water Resources, City, or County as appropriate and may occur following a finding of “no practical alternatives” and issuance of an Authorization Certificate pursuant to paragraph 8.5.10, No Practical Alternatives/Authorization Certificate.
An allowable with mitigation use requires written authorization from the North Carolina Division of Water Resources, City, or County as appropriate and may occur following a finding of “no practical alternatives” and issuance of an Authorization Certificate pursuant to paragraph 8.5.10, No Practical Alternatives/Authorization Certificate, and approval of a mitigation strategy pursuant to paragraph 8.5.11, Mitigation.
The following table sets out potential new uses within the riparian buffer
, or outside of the buffer
with impacts upon the buffer
, and categorizes them as exempt, allowable, or allowable with mitigation. The requirements for each category are contained in paragraph F, Use
Category Requirements, above. All uses not categorized as exempt, allowable, or allowable with mitigation are prohibited and may not occur within the riparian buffer
or outside of the riparian buffer
with impacts on the buffer
unless a variance
is obtained pursuant to paragraph 8.5.12, Variances. Uses include construction, monitoring, and maintenance activities.
Category | ||
|---|---|---|
Key (see paragraph 8.5.9F, Use | ||
Outside of the Neuse River Basin, access trails: pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps, overlooks, viewpoints, and other water dependent activities: | ||
• Pedestrian access trails that are restricted to the minimum width practicable and do not exceed four feet in width of buffer | E | |
• Pedestrian access trails that exceed four feet in width of buffer | A | |
Airport | ||
• Airport | X | |
• Airport | X | |
• Outside of the Neuse River Basin, activities necessary to comply with FAA requirements (e.g. radar uses or landing strips).1 | A | |
Archaeological activities not covered by another specific use. | E | |
Bridges not covered by another specific use. | A | |
Outside of the Neuse River Basin, canoe access provided that installation and use does not result in removal of any tree and no impervious surface | E | |
Dam maintenance activities: | ||
• Dam maintenance activities that do not cause additional buffer | E | |
• Dam maintenance activities that do cause additional buffer | A | |
Drainage ditches, roadside ditches and stormwater | ||
• New stormwater | E | |
• Outside of the Neuse River Basin, realignment of existing roadside drainage ditches retaining the design dimensions, provided that no additional travel lanes are added and the minimum required roadway typical section is used based on traffic and safety considerations. | A | |
• New (or altered if outside of the Neuse River Basin) drainage ditches, roadside ditches and stormwater | A | |
• New drainage ditches, roadside ditches and stormwater | AM | |
Driveway | ||
• Driveway | A | |
• Driveway | A | |
• In a subdivision | A | |
• In a subdivision | AM | |
• Outside of the Neuse River Basin, driveway | AM | |
Fences: | ||
• Fences on single-family | X | |
• Fences on lands other than single-family | X | |
• Outside of the Neuse River Basin, fences provided that disturbance is minimized and installation results in removal of any tree. | X | |
Fertilizer application: one-time application only, to establish vegetation. | E | |
Forest harvesting as regulated by the State of North Carolina pursuant to 15A NCAC 02B .0233 and 15A NCAC 02B .0267. | Per State Regulation | |
Greenway / hiking trails designed, constructed and maintained to maximize nutrient removal and erosion | A | |
Historic preservation not covered by another specific use. | E | |
Landscaping of the outer 20 feet of a riparian buffer | E | |
Maintenance access on modified natural streams | A | |
Mining | ||
• Mining | A | |
• Mining | AM | |
• Wastewater or mining | E | |
Playground |
| |
• Playground | E | |
• Playground | X | |
Within the Neuse River Basin, ponds in natural drainage ways, excluding dry ponds; outside of the Neuse River Basin, ponds created by impounding streams | ||
• New ponds provided that a riparian buffer | A | |
• New ponds where a riparian buffer | AM | |
Protection of existing structures, facilities and stream | A | |
Railroad impacts other than crossings of streams | AM | |
Railroad crossings of streams |
| |
• Railroad crossings that impact equal to or less than 40 linear feet of riparian buffer | A | |
• Railroad crossings that impact greater than 40 linear feet but equal to or less than 150 linear feet or one-third of an acre of riparian buffer | A | |
• Railroad crossings that impact greater than 150 linear feet or one-third of an acre of riparian buffer | AM | |
Removal of previous fill or debris provided that diffuse flow is maintained and vegetation is restored. | A | |
Road | AM | |
Road | ||
• Road | A | |
• Road | A | |
• Road | AM | |
Outside of the Neuse River Basin, road | ||
• Less than or equal to 2,500 square feet of buffer | A | |
• Greater than 2,500 square feet of buffer | AM | |
Scientific studies and stream | E | |
Within the Neuse River Basin, stormwater | ||
• New stormwater | A | |
• New stormwater | AM | |
Outside of the Neuse River Basin, stormwater | ||
• Wet detention, bioretention, and constructed wetlands | AM | |
Streambank or, outside of the Neuse River Basin, shoreline stabilization. | A | |
Temporary roads | ||
• Less than or equal to 2,500 square feet of buffer | X | |
• Greater than 2,500 square feet of buffer | X | |
• Associated with culvert installation outside of the Neuse River Basin or bridge construction or replacement and not perpendicular to the stream | X | |
• Perpendicular to the stream | A | |
Temporary sediment | ||
• To control impacts associated with uses approved by the appropriate jurisdiction or that have received a variance | A | |
• In-stream temporary erosion | A | |
• In-stream temporary erosion | A | |
Utility, electric, aerial, perpendicular crossings of streams | ||
• Disturb equal to or less than 150 linear feet of riparian buffer | E | |
• Disturb greater than 150 linear feet of riparian buffer | A | |
Utility, electric, aerial, other than perpendicular crossings:2,3,5 | AM | |
Utility, electric, underground, perpendicular crossings:3,4,5 |
| |
• Disturb less than or equal to 40 linear feet of riparian buffer | E | |
• Disturb greater than 40 linear feet of riparian buffer | A | |
Utility, electric, underground, other than perpendicular crossings:1,4 | E | |
Utility, non-electric, perpendicular crossings of streams | ||
• Disturb equal to or less than 40 linear feet of riparian buffer | A | |
• Disturb equal to or less than 40 linear feet of riparian buffer | A | |
• Disturb greater than 40 linear feet but equal to or less than 150 linear feet of riparian buffer | A | |
• Disturb greater than 40 linear feet but equal to or less than 150 linear feet of riparian buffer | AM | |
• Disturb greater than 150 linear feet of riparian buffer | AM | |
Utility, non-electric, other than perpendicular crossings.1,4,5 | AM | |
Vegetation management, pursuant to applicable City or County guidelines. | ||
• Emergency fire control measures provided that topography is restored. | E | |
• Planting vegetation to enhance the riparian buffer | E | |
• Pruning forest vegetation provided that the health and function of the forest vegetation is not compromised. | E | |
• Removal of individual trees that are in danger of causing damage to dwellings, other structures or human life, or outside of the Neuse River Basin, are imminently endangering stability of the streambank. | E | |
• Outside of the Neuse River Basin, removal of individual trees that are dead, diseased or damaged. | E | |
• Removal of poison ivy. | E | |
• Removal of either 1) within the Neuse River Basin, understory nuisance vegetation, or 2) outside of the Neuse River Basin, invasive exotic vegetation, both as defined in: Smith, Cherri L. 1998. Exotic Plant Guidelines. Dept. of Environment and Natural Resources. Division of Parks and Recreation. Raleigh, NC. Guideline #30. | E | |
• Outside of the Neuse River Basin, vehicular access roads | A | |
• Water dependent structures as defined in 15A NCAC 02B .0202, including their installation, maintenance, use, and removal. | A | |
Water supply reservoirs: | ||
• New reservoirs where a riparian buffer | A | |
• New reservoirs where a riparian buffer | AM | |
Water wells |
| |
• Single family | E | |
• All other water wells. | A | |
Wetland | ||
• Wetland | E | |
• Wetland | A | |
Outside of the Neuse River Basin, wildlife passage structures. | A | |
1 Provided that: • No heavy equipment • Vegetation in undisturbed portions of the buffer • Felled trees are removed by chain. • No permanent felling of trees occurs in protected buffers or streams • Stumps are removed only by grinding. • At the completion of the project the disturbed area is stabilized with native vegetation. • The buffer 2 Provided that 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. • A minimum zone of 10 feet wide immediately adjacent • Woody vegetation shall be cleared by hand. No land grubbing or grading • Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain where trees are cut. • Riprap shall not be used unless it is necessary to stabilize a tower. • No fertilizer shall be used other than a one-time application to re-establish vegetation. • Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in which areas remain in a disturbed state. • Active measures shall be taken after construction and during routine maintenance to ensure diffuse flow of stormwater In wetlands 3 Provided that poles or aerial infrastructure, including towers, shall not be installed within 10 feet of a water body absent a no practical alternative evaluation. 4 Provided that 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. • Woody vegetation shall be cleared by hand. No land grubbing or grading • Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain, except in the trench where trees are cut. • Underground cables shall be installed by vibratory plow or trenching. • The trench shall be backfilled with the excavated soil material immediately following cable installation. • No fertilizer shall be used other than a one-time application to re-establish vegetation. • Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in which areas remain in a disturbed state. • Active measures shall be taken upon completion of construction and during routine maintenance to ensure diffuse flow of stormwater In wetlands 5 Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | ||
A. A person
who wishes to undertake a use designated as allowable or allowable with mitigation shall first submit a request for a “no practical alternatives” determination. Within the Neuse River Basin, the request shall be submitted to the North Carolina Division of Water Resources (Division). Outside of the Neuse River Basin, the request shall be submitted to the City or County as appropriate. In the request, the applicant shall certify that the project meets all of the following criteria:
1. The basic project purpose cannot be practically accomplished to better minimize disturbance, preserve aquatic life and habitat, and protect water quality;
2. The use cannot practically be reduced in size or density
, reconfigured or redesigned to better minimize disturbance, preserve aquatic life and habitat, and protect water quality; and
3. Best management practices shall be used if necessary to minimize disturbance, preserve aquatic life and habitat, and protect water quality.
B. The applicant shall also submit at least the following information:
1. The name, address and phone number of the applicant;
2. The nature of the activity to be conducted by the applicant;
3. The location of the activity, including the jurisdiction;
4. A map of sufficient detail to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimensions of the riparian buffers, and the location and dimensions of any disturbance in riparian buffers associated with the activity;
5. An explanation of why the activity cannot be practically accomplished, reduced or reconfigured to better minimize disturbance to the riparian buffer
, preserve aquatic life and habitat and protect water quality; and
6. Best management practices proposed to control the impacts associated with the activity.
C. Within 60 days of a complete submission, the appropriate jurisdiction (the Division acting pursuant to 15 NCAC 02B .0233 (8)) shall review the entire project and make a finding of fact as to whether the criteria in paragraph 1 above have been met. If they have, “no practical alternatives” has been established and the jurisdiction shall issue an Authorization Certificate. Failure to act within 60 days shall be construed as a finding of “no practical alternatives” and an Authorization Certificate shall be issued to the applicant. Outside of the Neuse River Basin, however, such 60-day deadline may be extended if one of the following occurs:
1. The applicant agrees, in writing, to a longer period;
2. The jurisdiction determines that the applicant requires an additional reasonable period of time in which to furnish requested information the jurisdiction deems necessary to its decision; or
3. The final decision is to be made pursuant to a public hearing.
D. The appropriate jurisdiction may attach conditions to an Authorization Certificate that support the purpose, spirit and intent of the state riparian buffer
protection program and/or this section.
E. Outside of the Neuse River Basin, the Authorization Certificate shall be denied if the applicant refuses access to its records or premises for the purposes of gathering information the appropriate jurisdiction deems necessary to its decision or if the jurisdiction determines that the applicant has failed to furnish requested information the jurisdiction deems necessary to its decision within the 60-day period or an additional period as authorized under paragraph C.2 above.
F. Despite the provisions of Section 2.4, Board of Adjustment, appeals
from Authorization Certificate determinations shall be to the Division Director, c/o the 401 Oversight Express Permitting Unit, or its successor, in writing. The Director’s decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
Mitigation is required where: 1) a person
wishes to undertake a use designated as allowable with mitigation and has obtained a “no practical alternatives” determination; and 2) a person
is required to perform mitigation as a condition of variance
approval under this section. Within the Neuse River Basin, the proposal shall be submitted to the North Carolina Division of Water Resources (Division), which shall proceed pursuant to 15A NCAC 02B .0242. Outside of the Neuse River Basin, the proposal shall be submitted to the City or County as appropriate, which shall proceed pursuant to this section as authorized under 15A NCAC 02B .0268.
The appropriate jurisdiction (the Division acting pursuant to 15 NCAC 02B .0242) shall issue a mitigation approval upon determining that a proposal meets the requirements of this section. Within the Neuse River Basin, the approval shall specify the required area and location of mitigation. Outside of the Neuse River Basin, the approval shall identify at a minimum the option chosen, the required and proposed areas, and the mitigation location or offset payment amount as applicable. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
The mitigation requirement may be met through one of the following options:
1. Participation in a private compensatory mitigation bank in the same hydrologic area, as defined in NCGS 143.214(11), as the proposed impact that is approved by the NC Department of Environmental Quality;
2. Payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund pursuant to 15A NCAC 02B .0269 contingent upon acceptance of payments by the Division of Mitigation Services. This option is available to a nongovernment applicant only if option 1 is not available;
3. Donation of real property or of an interest in real property pursuant to paragraph D, Donation of Real Property, below to satisfy a compensatory mitigation fee in whole or in part;
4. Restoration or enhancement of a non-forested riparian buffer
pursuant to paragraph E, Riparian Buffer
Restoration or Enhancement, below; or
5. Construction of an alternative measure that reduces nutrient loading as well as or better than the riparian buffer
that is lost in the same river basin as the riparian buffer
that is lost and that is approved by the Division.
The appropriate jurisdiction shall determine the required area of mitigation as follows:
1. Add the following areas to determine the impacts in square feet to each portion of the riparian buffer
:
a. The area of the footprint of the use causing the impact to the riparian buffer
;
b. The area of the boundary of any clearing and grading
activities within the riparian buffer
necessary to accommodate the use; and
c. The area of any ongoing maintenance corridors within the riparian buffer
associated with the use; and
2. Apply the following multipliers to the impacts determined in paragraph 1 to each portion of the riparian buffer
:
a. Impacts to the inner 30 feet of the riparian buffer
shall be multiplied by three;
b. Impacts to the outer 20 feet of the riparian buffer
shall be multiplied by one and one-half; and
c. Impacts to wetlands
within those two portions of the riparian buffer
that are subject to mitigation under 15A NCAC 2H .0506 shall comply with the mitigation ratios in 15A NCAC 2H .0506.
1. Within the Falls Reservoir Watershed
, mitigation shall be located within the Upper Falls Watershed
, as defined in 15A NCAC 2B.0275 and .0276, and the same distance from, or closer to, the Upper Falls Reservoir, as defined in 15A NCAC 2B.0275 and .0276, as the proposed impact, and as close to the location of the impact as feasible. Alternatively, mitigation may be located anywhere within the Upper Falls Watershed
provided that the mitigation proposal accounts for differences in delivery of nutrients to the Upper Falls Watershed
resulting from differences between the locations of the buffer
impact and mitigation.
2. Within the Jordan Reservoir Watershed
, mitigation shall be located within the same subwatershed, as defined in 15A NCAC 02B.0262, and the same distance from, or closer to, the reservoir as the proposed impact, and as close to the location of the impact as feasible. Alternatively, the applicant may propose mitigation anywhere within the same subwatershed, as defined in 15A NCAC 02B.0262, provided that the mitigation proposal accounts for differences in delivery of nutrients to the affected arm of the reservoir resulting from differences between the locations of the buffer
impact and mitigation.
3. In any location, mitigation of riparian buffer
loss in the watershed
of a drinking water supply shall be performed in the watershed
of that drinking water supply and as may be further limited by the North Carolina Environmental Management Commission.
Additional location requirements for the property donation option are enumerated in paragraph D, Donation of Property, below.
1. Donation of real property interests that meet the requirements listed below may partially or fully satisfy payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund, calculated pursuant to 15A NCAC 02B .0269. The value of the property interest shall be determined by an appraisal performed in accordance with paragraph 4 below. The donation shall satisfy the mitigation requirement if the appraised value of the donated property interest is equal to or greater than the required fee. If the appraised value of the donated property interest is less than the required fee, the applicant shall pay the balance.
2. A conservation easement
shall be accepted only if it is granted in perpetuity.
3. Any property interest shall be accepted only if it meets all of the following requirements:
a. In addition to the location requirements of paragraph C, Mitigation Location, above, the property shall be located within an area that is identified as a priority for restoration in, or is otherwise consistent with the goals of, the Division’s Basinwide Wetlands
and Riparian Restoration Plan (within the Neuse River Basin) or its Basinwide Wetlands
and Riparian Restoration Plan for the Cape Fear River Basin (outside of the Neuse River Basin), both developed
pursuant to NCGS 143-214.10;
b. The property shall contain riparian buffers not currently protected by the State’s riparian buffer
protection program that are in need of restoration as defined in paragraph E.4 below;
c. The restorable riparian buffer
on the property shall have a minimum length of 1000 linear feet along a surface water and a minimum width of 50 feet measured horizontally on a line perpendicular to the surface water;
d. The size of the restorable riparian buffer
on the property shall equal or exceed the area of mitigation responsibility determined under paragraph B above;
e. Outside of the Neuse River Basin, restoration shall not require removal of man-made structures or infrastructure. Within the Neuse River Basin, the property shall not require excessive measures for successful restoration, such as removal of structures or infrastructure, and restoration of the property shall be fully capable of offsetting the adverse impacts of the requested use;
f. The property shall be suitable to be successfully restored, based on existing hydrology, soils, and vegetation;
g. The estimated cost of restoring and maintaining the property shall not exceed the value of the property minus site identification and transaction costs;
h. The property shall not contain any building
, structure
, object, site, or district that is listed in the National Register of Historic Places established pursuant to Public Law 89-665, 16 U.S.C. 470 as amended;
i. The property shall not contain any hazardous substance or solid waste
;
j. The property shall not contain structures or materials that present health or safety problems to the general public. If wells, septic, water or sewer connections exist, they shall be filled, remediated or closed at the expense of the applicant or donor in accordance with state and local health and safety regulations;
k. The property and adjacent
properties shall not have prior, current, or known future land use that would inhibit the function of the restoration effort; and
l. The property shall not have any encumbrances or conditions on the transfer of the property interests.
4. At the expense of the applicant or donor, the following information shall be submitted to the appropriate jurisdiction with any proposal for donation or dedication
of interest in real property:
a. Documentation that the property meets the requirements laid out in paragraph E.3 below;
b. US Geological Survey 1:24,000 (7.5 minute) scale topographic map, county tax map, USDA Natural Resource Conservation Service County Soil Survey Map, and county road
map showing the location of the property along with information on existing site conditions, vegetation types, and existing structures and easements
;
c. A current property survey performed in accordance with the procedures of the North Carolina Department of Administration, State Property Office
as identified by the State Board of Registration for Professional Engineers and Land Surveyors in "Standards of Practice for Land Surveying in North Carolina";
d. A current appraisal of the value of the property performed in accordance with the procedures of the North Carolina Department of Administration, State Property Office
as identified by the Appraisal Board in the "Uniform Standards of Professional North Carolina Appraisal Practice"; and
e. A title certificate.
Mitigation through riparian buffer
restoration or enhancement shall meet the following requirements:
1. The applicant may restore or enhance a non-forested riparian buffer
if either of the following applies:
a. The area of riparian buffer
restoration is equal to the required area of mitigation determined pursuant to paragraph B, Mitigation Area, above; or
b. The area of riparian buffer
enhancement is three times larger than the required area of mitigation determined pursuant to paragraph B, Mitigation Area, above;
2. The location of the riparian buffer
restoration or enhancement shall comply with the requirements of paragraph C, Mitigation Location, above;
3. The riparian buffer
restoration or enhancement site shall have a minimum width of 50 feet measured horizontally on a line perpendicular to a vertical line marking the top of the bank for a stream
or the normal water level for a pond, lake, or reservoir;
4. Outside of the Neuse River Basin, enhancement and restoration shall each have the objective of establishing a forested riparian buffer
. Enhancement shall be distinguished from restoration based on existing buffer
conditions. Where existing trees are sparse, meaning greater than or equal to 100 trees per acre but less than 200 trees per acre, a buffer
shall be enhanced. Where existing woody vegetation is absent, meaning less than 100 trees per acre, a buffer
shall be restored;
5. The applicant shall first receive an Authorization Certificate for the proposed use according to the requirements of paragraph 8.5.11, No Practical Alternatives/Authorization Certificate. The applicant shall then submit a restoration or enhancement plan to the City or County as appropriate. The restoration or enhancement plan shall contain the following:
a. A map of the proposed restoration or enhancement site;
b. A vegetation plan. The vegetation plan shall include trees as specified under paragraph 9.2.3B.6, Mixing of Tree Species, and the Durham Landscape Manual, planted at a density
sufficient to provide 320 trees per acre at maturity with at least 50% of those trees having the potential of attaining a two and a half inch or greater dbh within seven years. All selected species must be native to the North Carolina Piedmont region;
c. A grading
plan. The site shall be graded
in a manner to ensure diffuse flow through the riparian buffer
;
d. A fertilization plan; and
e. An implementation schedule;
6. Within one year after restoration or enhancement plan approval, the applicant shall present proof to the appropriate jurisdiction that the riparian buffer
has been restored or enhanced. If proof is not presented within this timeframe, the applicant shall be in violation
of both the State and local riparian buffer
protection programs;
7. The mitigation area shall be placed under a perpetual conservation easement
that provides for protection of the property’s nutrient removal functions;
8. The applicant shall submit annual reports for a period of five years after the restoration or enhancement showing that the trees planted have survived and that diffuse flow through the riparian buffer
has been maintained. The applicant shall replace trees that do not survive and restore diffuse flow if needed during that five-year period.
A person
who wishes to undertake a prohibited use shall first submit a request for a minor or major variance
to the appropriate jurisdiction as stated below. A minor variance
is required for any activity that impacts only the outer 20 feet of a riparian buffer
. A major variance
is required for any activity that impacts any portion of the inner 30 feet of a riparian buffer
. Such variances
are separate from variances
authorized under Sec. 3.14, Variance
.
Pursuant to 15 NCAC 02B .0233 (9), a minor variance
request shall be submitted to the North Carolina Division of Water Resources (Division) for review and decision. The Division may attach conditions to approval that support the purpose, spirit and intent of the riparian buffer
protection program. Appeal
from the Division decision shall be to the Office
of Administrative Hearings.
Pursuant to 15 NCAC 02B .0233 (9)(c), a major variance
request shall be submitted to the Division for initial review. If the Division determines that the request meets the requirements of paragraph 3, Variance
Requirements, below, it shall submit preliminary findings to the NC Environmental Management Commission c/o the Division of Water Resources, 401 Oversight Express Permitting Unit, or its successor. Within 90 days after receipt by the Director of a complete application, the Commission shall approve, approve with conditions or stipulations, or deny the request. Upon and in accordance with the Commission’s decision, the Division shall issue a final decision granting, granting subject to conditions or stipulations, or denying the major variance
. Appeal
from either the initial Division determination or the Commission decision shall be to the Office
of Administrative Hearings.
Pursuant to 15 NCAC 02B .0233 (9)(a), the Division shall make a finding of fact as to whether the following requirements have been met:
a. There are practical difficulties or unnecessary hardships that prevent compliance with the strict letter of the riparian buffer
protection requirements; Practical difficulties or unnecessary hardships shall be evaluated in accordance with the following:
(1) If the applicant complies with the provisions of this section, he/she can secure no reasonable return from, nor make reasonable use of, his/her property. Merely proving that the variance
would permit a greater profit from the property shall not be considered adequate justification for a variance
. Moreover, the Division shall consider whether the variance
is the minimum possible deviation from the terms of this section that shall make reasonable use of the property possible;
(2) The hardship results from application of this section to the property rather than from other factors such as deed restrictions or other hardship;
(3) The hardship is due to the physical nature of the applicant’s property, such as its size, shape, or topography, which is different from that of neighboring property;
(4) The applicant did not cause the hardship by knowingly or unknowingly violating
this section; and
(5) The hardship is unique to the applicant’s property, rather than the result of conditions that are widespread. If other properties are equally subject to the hardship created in the restriction, then granting a variance
would be a special privilege denied to others, and would not promote equal justice;
b. The variance
is in harmony with the general purpose and intent of this section and preserves its spirit; and
c. In granting the variance
, the public safety and welfare have been assured, water quality has been protected, and substantial justice has been done.
A minor variance
request shall be submitted to the City or County as appropriate for review and decision. The City or County may attach conditions to approval that support the purpose, spirit and intent of the riparian buffer
protection program and this section. Despite the provisions of Section 2.4, Board of Adjustment, appeal
from the City or County decision shall be to the Division Director, c/o the 401 Oversight Express Permitting Unit, or its successor. The Director’s decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
A major variance
request shall be submitted to the City or County as appropriate for initial review. If the City or County determines that the request meets the requirements of paragraph 3, Variance
Requirements, below, it shall submit preliminary findings to the North Carolina Environmental Management Commission c/o the Division of Water Resources, 401 Oversight Express Permitting Unit, or its successor. Within 90 days after receipt by the City or County of a complete application, the Commission approves, approves with conditions and stipulations, or denies the request. Despite the provisions of Section 2.4, Board of Adjustment, appeal
from the initial City or County determination or the Commission decision shall be to Superior Court.
The City or County shall make the following three findings of fact in order to determine that the variance
requirements are met:
a. There are practical difficulties or unnecessary hardships that prevent compliance with the riparian buffer
protection requirements. The following criteria must all be met in order to make such finding:
(1) If the applicant complies with the provisions of this section, he/she can secure no reasonable return from, nor make reasonable use of, his/her property. Merely proving that the variance
would permit a greater profit from the property shall not be considered adequate justification for a variance
. Moreover, the variance
shall be the minimum possible deviation from the terms of this Ordinance that shall make reasonable use of the property possible;
(2) The hardship results from application of this section to the property rather than from other factors such as deed restrictions or other hardship;
(3) The hardship is due to the physical nature of the applicant’s property, such as its size, shape, or topography, such that compliance with provisions of this section would not allow reasonable use of the property;
(4) The applicant did not cause the hardship by knowingly or unknowingly violating
this Ordinance; and
(5) The hardship is rare or unique to the applicant’s property.
b. The requested variance
is in harmony with the general purpose, spirit and intent of the state riparian buffer
protection requirements and/or this section; and
c. In granting the variance
, the public safety and welfare have been assured, water quality has been protected, and substantial justice has been done.
A. A reservoir buffer
shall be maintained from the normal pool of each water supply reservoir as shown in the table below, except that the buffer
requirement of this section shall not apply to land that does not naturally drain to that reservoir. If the land around any reservoir does not naturally drain to that reservoir, the riparian buffer
requirements of Sec. 8.5, Riparian Buffer Protection Standards, shall apply.
Reservoir | Buffer |
|---|---|
Lake Michie | 250 feet |
Little River Reservoir | 250 feet |
Jordan Reservoir | 250 feet1 |
Falls Reservoir | 250 feet1 |
B. Reservoir buffers shall remain in natural undisturbed vegetation, except for intrusions allowed pursuant to Sec. 8.5, Riparian Buffer Protection Standards.
A. At the request of a property owner
, the governing body may reduce the reservoir buffer
requirements through the issuance of a Major Special Use
Permit, pursuant to Sec. 3.9, Special Use Permit, whenever it determines that:
1. The reservoir buffer
would result in exceptional hardship, depriving the property owner
of all reasonable use of the property.
2. The proposed intrusion into the reservoir buffer
is the minimum amount necessary to relieve that exceptional hardship.
The maximum reduction permitted is to the riparian buffer
width required under Sec. 8.5, Riparian Buffer Protection Standards.
B. In making its determination, the governing body shall consider topography, erosion
potential, and the size of the parcel
, in addition to the review factors specified in paragraph 3.9.8, Criteria for Approval or Major and Minor Special Use
Permits.
1. In all Watershed
Protection Overlays, except F/J-B and E-B, the minimum lot sizes indicated in the following table shall be applied in all new subdivisions
unless the subdivision
uses the cluster provision in accordance with Sec. 6.7, Cluster Subdivision, or the conservation subdivision
provisions of paragraph 6.2.4, Conservation Subdivision.
Minimum Lot Size
Overlay | Rural Tier | Rural Tier – | Suburban Tier |
|---|---|---|---|
M/LR-A | 3 acres |
| 20,000 square feet |
M/LR-B | 3 acres | 1 acre | 20,000 square feet |
F/J-A | 3 acres |
| 1 acre |
E-A; E-A(2) | Not Applicable | 20,000 square feet | |
2. In the F/J-B and E-B overlays, developers
of single-family
subdivisions
shall comply with the requirements of the underlying zoning district.
1. Any development
in a Watershed
Protection Overlay shall be subject to limits on the amount of impervious surfaces
permitted in accordance with the following table. Development
plans, site plans
, preliminary plats
, and final plats
shall clearly identify the amount of existing and proposed impervious surfaces
.
Overlay | |||
|---|---|---|---|
M/LR-A | 6% | Not permitted | |
M/LR-B | Rural Tier | 6% | Not permitted |
12% | 24% | ||
F/J-A | Within one-half mile of the normal pool: six percent; Between one-half and one mile from the normal pool: nine percent | Not permitted in the Rural Tier. 40%, for all areas not in the Rural Tier and for those uses allowed in Sec. 4.11.4, Nonresidential Land Use Nonresidential Land Use | |
F/J-B, E-B | 24% | 70% | |
E-A; E-A(2) | 24% | Not permitted | |
2. The impervious surface
limit provisions of this section can be exceeded through an impervious surface
credit transfer. Credit for the impervious surfaces
allowed on one or more parcels
(“donor parcels
”) can be transferred to non-contiguous parcels
(“receiving parcels
”), such that the amount of impervious surface
available for a development
project would be the total of what is normally allowed on the receiving parcel
plus what is transferred from the donor parcel
(s). Impervious surface
credit transfer is subject to the following provisions:
a. The donor parcel
and receiving parcel
shall be located within the same water supply watershed
.
b. The impervious surface
credit transfer shall not be from a donor parcel
in Area B to a receiving parcel
in Area A, or from a donor parcel
in an F/J-A area with a nine percent limit to a receiving parcel
in an F/J-A area with a six percent limit.
c. The portion of the donor parcel
which is restricted from development
as part of the impervious surface
credit transfer shall remain in a vegetated or natural state or used for crop
production or pasture provided that best management practices (BMPs) as developed
by the Soil and Water Conservation District are utilized. The portion of the donor site restricted from development
shall be protected from all future development
through use of a permanent conservation easement
in favor of either:
(1) Durham County or the City of Durham; or
(2) A land trust or similar conservation-oriented non-profit organization with legal authority to accept such easements
(the organization shall be bona fide and in perpetual existence and the conveyance instruments shall contain an appropriate provision for retransfer to the County or City, as appropriate, in the event the organization becomes unable to carry out its functions). If the entity accepting the easement
is not the County or City, then a third right of enforcement favoring the County or City, as appropriate, shall be included in the easement
.
d. The impervious surface
credit transfer shall be reviewed and approved through use of the final plat
process pursuant to Sec. 3.6, Subdivision Review, or the site plan
process pursuant to Sec. 3.7, Site Plan Review, as applicable.
e. The donor parcel
shall be deemed appropriate for acceptance by the County or City, as appropriate, under the Durham County Review Criteria for Acceptance of Conservation Easements
for Impervious Surface
Transfer.
Where development
proposes intensity greater than the maximum authorized by the Low Density Option
, engineered stormwater
controls shall be used to control stormwater runoff
from the first inch of rainfall in order to meet water quality concerns.
1. Unless otherwise approved, ownership of the engineered stormwater
controls shall remain with the property owner
or a property owner
's association, which shall be responsible for the continued care and maintenance of such controls.
2. Engineered stormwater
controls shall be designed and constructed in accordance with standards and specifications established by the City Public Works Director or County Engineer, or their designees, as appropriate.
3. Except as allowed in paragraph c below, no building permit
shall be issued for a site proposed for development
, until:
a. The City Public Works Director or County Engineer, or their designees, as appropriate, has approved plans and specifications for the proposed engineered stormwater
controls and the property owner
has entered into an Agreement and Covenants or Operation and Maintenance Agreement with the City or County, as appropriate, in accordance with the terms established by either the City Public Works Director or County Engineer, or their designees, as appropriate; and
b. The property owner
has posted a performance bond, other surety instrument, or other payment satisfactory to the City or County, as appropriate, in an amount determined by the City Public Works Director or County Engineer, or their designees, as appropriate to assure construction, maintenance, repair, and/or reconstruction necessary for adequate performance of the engineered stormwater
controls.
c. For office
, institutional, commercial, industrial, and multifamily
projects, building
permits may be issued; but construction drawing approval, or water or sewer permit approval, shall be withheld until compliance with paragraphs a and b above.
d. The Agreement and Covenants or Operation and Maintenance Agreement required under paragraph a, above, may be required prior to site plan
or preliminary plat
approval.
4. No certificate of compliance
shall be issued for any structure
constructed within a site proposed for development
, other than as allowed below, until the City Public Works Director or County Engineer, or their designees, as appropriate, has approved construction of the engineered stormwater
controls and after review and approval of submitted “as-built” drawings. Notwithstanding this requirement, the Stormwater
Division of the City may allow for delay in approval of construction of stormwater
controls and submission and approval of as-built drawings for single family
housing, duplexes, townhouses
, and detached rowhouses) and other developments
requiring multiple certificates of occupancy in accordance with adopted policies of the City.
Riparian buffers are required in accordance with Sec. 8.5, Riparian Buffer Protection Standards.
Wastewater treatment facilities shall be allowed if approved by the State of North Carolina. Individual on-site ground absorption systems shall be permitted, subject the State of North Carolina, as applicable.
a. Except in the Rural Tier, public and private sanitary sewer lines, force mains, and pump stations shall be permitted within all Watershed
Protection Overlays. Public and private pump stations shall be equipped with the following safety features:
(1) Battery-backed alarm systems activated by pump failure or power outage, connected by an automatic dialer to a 24-hour maintenance service approved by the City Public Works Director or County Engineer, or their designees, as appropriate.
(2) Provision for connection of a portable generator. The City Public Works Director or County Engineer, or their designees, as appropriate, may require the pump station to be equipped with on-site, stand-by power.
b. Within the Rural Tier, new public or private sanitary sewer lines or outfalls, including necessary force mains and pump stations, may be permitted within the Watershed
Protection Overlays subject to City Council or Board of Commissioners approval, as appropriate:
(1) To serve an existing use or structure
for which a health hazard has been documented by the County Health Department or the State of North Carolina; or
(2) If associated with a wastewater treatment facility permitted pursuant to paragraph 1, Wastewater Treatment, above.
c. In considering such extensions, all reasonable alternatives shall be considered prior to a decision to extend the sewer services. All service connections, installed in accordance with the North Carolina Plumbing Code, shall be permitted only in accordance with Article III, Water and Sewer Main Extensions, of Chapter 70, Utilities, of the Durham City Code.
1. Prior to site plan
approval, an Emergency Contingency Plan shall be prepared and submitted through the Planning Department to the Durham County Fire Marshall and the Water Management Director for review and approval. The Emergency Contingency Plan shall be prepared in accordance with the requirements in the Superfund Amendments and Reauthorization Act (SARA), Title III and shall be updated annually. In addition, the Emergency Contingency Plan shall include:
a. A site plan
showing buildings and the locations of points of storage, transfer and use of nuclear and hazardous materials
;
b. A list of nuclear and hazardous materials
kept on-site in any quantities;
c. The location of spill control valves on any bridges and causeways; and
d. The person
responsible for on-site spill control and containment, and the appropriate means of contacting that person
on a 24-hour basis.
2. Any container or tank used to store hazardous materials
shall be equipped with leak detection devices and shall be double-walled or have other secondary containment features.
3. Points of storage, transfer and use of substantial quantities
of hazardous materials
shall be protected by a dike or comparable containment structure
, constructed of a material resistant to hazardous material
the dike or structure
is designed to contain. The dike or structure
shall be sized to handle at least the maximum amount of material to be stored or used and shall be constructed and installed in a manner to exclude rainwater and stormwater runoff
.
4. All floor drains that could collect hazardous materials
shall be connected to a corrosion resistant tank or catch basin sized to handle the maximum amount of hazardous material
to be stored or used. These floor drains shall not be open to the site's natural drainage system and discharges to the site's storm drainage system or to adjacent
surface waters shall be prohibited.
5. Points of storage, transfer and use of hazardous or nuclear materials
shall have roof coverage.
All development
within Watershed
Protection Overlays shall be subject to the restrictions in this section, with the following exceptions:
For the purposes of this section, existing development
shall be considered to include any impervious surfaces
constructed before January 1, 1994. All new uses and activities and all expansions of previously-existing uses and activities shall conform to paragraph 4.11.4, Nonresidential Land Use Restrictions and paragraph 8.7.2, General Requirements.
New construction
and additions to existing residential buildings on single-family
residential lots recorded prior to January 1, 1994 shall be constructed in accordance with the watershed
protection regulations, if any, in effect at the time the lot was created. In Rural Villages
, as defined on the Future Land Use
Map of the Durham Comprehensive Plan
, such lots shall use the current standards or those in effect at the time the lot was created, whichever is less restrictive.
Proposed development
projects not in the Rural Tier, and in F/J-B or E-B overlays involving less than one acre cumulatively, of land disturbing activity
shall be exempt from the stormwater
control requirements indicated in this Section.
Any development
utilizing the High Density Option
within the F/J-A overlay shall require site plan
approval by the appropriate governing body.
Neither the City nor the County shall extend the Urban or Suburban Tier boundaries further into the M/LR-A or F/J-A overlays.
The primary purpose for the slope protection standards is to minimize grading
, land instability and the removal of vegetation in order to:
A. Protect the quality of wetlands
and water courses below the slope from increased sedimentation
;
B. Protect steep slope plant and animal habitat from disturbance and development
; and
C. Preserve the aesthetic quality of the natural terrain.
Notwithstanding the requirements of this section, steep slopes for purposes of sedimentation
and erosion
control are defined in paragraph12.10.4B, Stabilization of Disturbed Land, and regulated under Sec. 3.8, Sedimentation
and Erosion
Control, and Sec. 12.10, Sedimentation
and Erosion
Control.
1. Steep slope areas refer to natural grades
and shall not include man-made grades
.
2. Slope is the relationship of vertical rise to horizontal run, expressed as a percentage.
a. Except in the CSD District, steep slope areas shall be defined as land areas that:
(1) Have a grade
of 25% or more;
(2) Have an area of 5,000 square feet or greater; and
(3) Are located within 200 feet of any floodway fringe
or perennial stream
or within 100 feet of an intermittent stream
.
b. In the CSD District, steep slope areas shall be defined as land areas that:
(1) Have a grade
of 15% or more;
(2) Have an area of 2,500 square feet or greater; and
(3) Are located within 200 feet of any floodway fringe
or perennial stream
or within 100 feet of an intermittent stream
.
B. Slope calculations shall use the smallest contour interval for which maps are available. Steep slope areas shall be determined irrespective of tract
boundaries.
C. Steep slope areas shall be clearly indicated on all site plans
, development
plans, preliminary plats
and final plats
. When a property owner
or developer
believes that the presence or location of a steep slope area is different than what is shown on the appropriate topographic map, the property owner
or developer
shall provide a field survey to determine the location or presence of the moderate or steep slope area for purposes of meeting the requirements of this section.
Development
and land disturbing activity
on steep slope areas shall be conducted only in accordance with the following requirements. Compliance with these requirements shall be determined by the approving authority.
A. The grade
of reconstructed slopes shall not exceed 50%.
1. Except in the CSD District, on any tract
proposed for construction, no more than 15% of the steep slope area on the tract
shall be graded
. For purposes of this calculation, the land areas of individual steep slope areas on the tract
shall be added together to establish the total steep slope area for the tract
.
2. In the CSD District, on any tract
proposed for construction, no steep slope area shall be graded
. The only allowed disturbance shall be:
a. Unpaved walking paths and foot trails constructed with minimal disturbance of tree roots and existing vegetation; and
b. No tree six inches dbh or greater shall be removed for the construction of the trail.
C. Land disturbance solely for the purpose of any public right-of-way
shall be exempt from the steep slope area grading
limits of this section.
A. Except in Design Districts, the amount of land designated as steep slopes shall be credited for residential density
at a rate of 15% of that allowed by the zoning, except as otherwise allowed in this Ordinance.
B. Within Design Districts, density
credits for steep slopes shall be governed by the provisions in Article 16.
C. The portions of steep slope areas located within required riparian buffers shall be given 100% credit.
The primary purpose of the wetlands
protection standards is to conserve and maintain natural wetlands
in an undisturbed vegetated state in order to provide storage of stormwater runoff
, minimize degradation of preserved wetlands
from the impacts of adjacent
development
, improve water quality and preserve plant and wildlife habitat.
The City and County acknowledge the pre-eminence of the Federal and State governments with regard to the identification and regulation of wetlands
. Accordingly, the standards contained within this section shall not duplicate the requirements of the US Army Corps of Engineers (the Corps) or the North Carolina Department of Environmental Quality (DEQ), Division of Water Resources (Division), but shall require the buffering of wetland
areas, identified by these agencies
, on development
plans, site plans
, preliminary plats
, final plats
, and as otherwise required under Sec. 8.5, Riparian Buffer Protection Standards.
A. A wetland
buffer
shall not be required for any wetland
approved for dredging or filling under a Section 404 Permit issued by the Corps or a Section 401 Water Quality Certification issued by the Division.
B. A wetland
buffer
shall not be required for wetland
areas associated with man-made ponds unconnected to intermittent or perennial streams
or to man-made drainage ditches.
C. A wetland
buffer
shall be required for any wetland
area one acre or greater in size.
Wetland
buffers shall be governed by Sec. 8.5, Riparian Buffer Protection Standards, except where it may conflict with this section, in which case this section applies.
Sites listed in the Durham County Inventory
of Important Natural Areas, Plants and Wildlife, which in the case of a conflict may be superseded or supplemented by more current information from the North Carolina Heritage Program as determined by the Planning Director, are protected through a series of development
standards, including, but not limited to:
A. Site plan
review procedure in Sec. 3.7;
B. Special use permits in Sec. 3.9;
C. Conservation subdivisions
in paragraph 6.2.4;
D. Open space
in Sec. 7.2; and
E. Tree protection and tree coverage in Sec. 8.3.
8 Environmental Protection
Durham County is endowed with an abundance of natural resources, including land, forests, streams
and rivers, lakes, wildlife and natural beauty. Inappropriate development
threatens the quality of the natural resources that make it a special place to live and work. Durham's governing bodies recognize that establishing standards for the protection of Durham County's natural resources represents prudent stewardship of the land and good business. The multiple purposes of natural resource protection standards are:
A. To preserve and enhance the quality of the water in rivers, streams
, ponds and lakes that flow into and out of Durham County;
B. To minimize future flooding problems by restricting development
in flood prone areas;
C. To preserve the water carrying capacity of watercourses
and the natural water storage capacity of the floodplain;
D. To protect land and watercourses
from pollutants, sedimentation
and erosion
;
E. To retain open spaces
in order to protect their environmentally-sensitive character;
F. To protect and conserve significant natural resources from degradation due to inappropriate development
. Such natural resources include Inventory
Sites, wildlife and plant life habitats, wetland
areas and riparian areas;
G. To minimize the impact of development
by controlling the location, intensity, pattern and design of development
and construction activities;
H. To enhance the aesthetic appearance of Durham as a means of improving quality of life and attracting new businesses and residents;
I. To improve air quality by reducing the heat island effect by reducing pollution and fossil fuel used for transportation by encouraging walking, bicycling and transit; and
J. To protect environmentally sensitive lands while recognizing the legitimate expectations of property owners
and Durham's economic development
goals.
Public water supply reservoirs and associated facilities shall be exempt from the requirements of this Article unless explicitly acknowledged within any section.
The primary purpose of the tree coverage standards is the preservation and maintenance of undisturbed tree cover and the provision of replacement tree cover on development
sites in the Urban and Suburban Tiers. Tree coverage serves to reduce glare, noise, air pollution, and soil erosion
; to moderate temperatures; to reduce stormwater runoff
; to preserve remnants of Durham's native ecology; to provide habitat for native plants and wildlife; to provide a healthy living environment; and to make Durham County a more attractive place to live.
1. Tree coverage standards shall be applied in the Urban and Suburban Tiers, and in the Compact Neighborhood Tier on sites not zoned Design District.
2. Except for trees required on individual lots per paragraphs 8.3.1C.4.c(1)(d) and 8.3.1C.4.d(2), developments
of less than two acres in size or not utilizing mass grading
shall be exempt from tree coverage requirements.
3. Additions to existing residential structures, excluding multiplexes and apartments, are exempt from tree coverage requirements.
1. New development
shall include tree coverage areas on a portion of the development
tract
.
2. Site plans
for additions to development
shall provide tree coverage as a percentage of the area proposed for disturbance, unless tree coverage in an amount consistent with the required amounts of this Ordinance was provided on the original site plan
for the original development
.
a. Tree coverage areas in new subdivisions
shall be located in common open space
or buffers required by other provisions of this Ordinance, except that new subdivisions
without buffers that make payment in lieu of required open space
under paragraph 7.2.2, Required Open Space, can locate tree coverage areas on private lots or as otherwise specified below.
b. Any forested land in the floodway
, non-encroachment area
, floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO) (unless proposed to be filled or developed
in accordance with paragraph 8.4.4, Development in Special Flood Hazard Areas and Future Conditions Flood Hazard Areas), preserved wetlands
and wetland
buffers, steep slope areas, riparian buffers, Durham Natural Inventory
Sites, Major Transportation Corridor (MTC) buffers, and any portion of the tract
left undisturbed that satisfies the minimum size requirements established in paragraph 8.3.1D , Preserved Tree Coverage below, can be used as tree cover.
a. Tree coverage standards can be met either by preserving existing trees on the site, by planting replacement trees, or a combination of both, as required below.
b. The percentage of a tract
or phase which shall have tree coverage is as indicated below. The total tree coverage area shown reflects the addition of replacement tree coverage area to the preserved tree coverage area shown. For certain calculation exclusions in paragraph 8.3.1C.5, Tree Coverage Calculation Exclusions, the total required tree coverage may be adjusted.
(1) Residential Development![]()
(a) A minimum of 20% preserved tree coverage shall be required for any phase that does not exceed 35 acres, or if the overall development
qualifies as one of the following:
(i) An overall development
that provides affordable housing utilizing Sec. 6.6, Affordable Housing Bonus, or an approved Low-Income Housing Tax Credit (LIHTC) development
.
(ii) An overall development
that provides at least 10% of the dwelling units
as affordable dwelling units
, rental or for sale, at no more than 80% Area Median Income (AMI)
. All other provisions of an affordable housing dwelling unit
, as defined in Sec. 17.3, Defined Terms, shall apply.
(iii) An overall development
that provides at least three different housing types, with each housing type consisting of at least 20% of the overall number of units of the development
. The housing type mix shall be as follows:
a. One of the housing types shall be Apartments or Multiplex.
b. The other two housing types shall be at the discretion of the applicant.
(iv) An overall development
site that provides double the minimum riparian buffers (i.e., if the stream
requires a 50-foot buffer
, then 100 feet is provided; if the stream
requires a 150-foot buffer
, then 300 feet is provided).
(v) In addition to the environmental protections already required elsewhere in this Ordinance: an overall development
that provides a minimum 50-foot wide natural, undisturbed wildlife corridor that is maintained through the development
site and connects to neighboring, undisturbed natural areas, or tree preservation areas, on adjoining properties. The wildlife corridor shall be protected in accordance with paragraph 7.2.5C.1.
(b) If 20% tree preservation cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 15 but less than 20 | 28 |
At least 10 but less than 15 | 29 |
Less than 10 | 30 |
(c) For a phase of a development
that exceeds 35 acres and the overall development
does not qualify under paragraph 8.3.1.C.4.c.(1)(a) above, then a minimum of 30% preserved tree coverage shall be required for that phase. If that amount cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 25 but less than 30 | 33 |
At least 15 but less than 25 | 34 |
Less than 15 | 35 |
(d) Required Trees on Individual Residential Lots
(i) In addition to street tree requirements pursuant to Sec. 9.6, Street Trees, an existing tree shall be retained, or a new tree planted, prior to receiving a certificate of compliance
for a new primary structure
on a single-family
or two-family
residential lot.
(ii) A planted tree shall be an allowable canopy
or understory tree pursuant to the Durham Landscape Manual and comply with the minimum planting area.
(2) Nonresidential Development![]()
A minimum of 10% preserved tree coverage shall be required. If that amount cannot be satisfied with existing on-site vegetation pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 8 but less than 10 | 13 |
At least 6 but less than 8 | 14 |
Less than 6 | 15 |
(1) Residential developments
and development
in residential districts
shall provide a minimum seven percent preserved tree coverage. If that amount cannot be satisfied pursuant to paragraphs 8.3.1D, Preserved Tree Coverage, Preserved Tree Coverage, and 8.3.1C.3.b above, then the tree coverage percentages within the table below shall be required.
Preserved Tree Coverage Area (%) | Total Tree Coverage Area Required (%) |
|---|---|
At least 5 but less than 7 | 8 |
At least 3 but less than 5 | 9 |
Less than 3 | 10 |
(2) Required Trees on Individual Residential Lots
(a) In addition to street tree requirements pursuant to Sec. 9.6, Street Trees, an existing tree shall be retained, or a new tree planted, prior to receiving a certificate of compliance
for a new primary structure
on a single-family
or two-family
residential lot.
(b) A planted tree shall be an allowable canopy
or understory tree pursuant to the Durham Landscape Manual and comply with the minimum planting area.
(3) Single-family
and two-family
residential developments
required to meet standards under Sec. 6.8, Infill Development in Residential Districts, shall meet the standards of that section in lieu of the requirements in paragraphs (1) and (2) above.
(4) All other development
shall provide a minimum of three percent tree coverage.
A minimum of three percent tree coverage is required, and can be provided anywhere within the contiguous zoning area.
a. For the purposes of calculating tree coverage requirements, the following shall be excluded from the total area of the development
tract
:
(1) The water surface area of ponds, lakes and other water bodies (excluding stormwater
control structures).
(2) Right-of-way
dedication
for the widening of existing road
right-of-way
.
(1) The exclusion shall only apply to single-family
and two-family
residential development
for the area within a utility easement
of record (power, gas, water, or sewer) that measures at least 50 feet in width and exists at the time of application submittal.
(2) The exclusion shall only be applied to the area calculation for replacement tree coverage and shall allow for adjustment to the overall tree coverage percentage requirement to accommodate the exclusion.
Example: An application requires tree coverage for a 100-acre development
tract
, with five acres within a qualifying easement
. Per the table in paragraph 8.3.1C.4.a, Suburban Tier, 15% is proposed for tree preservation, therefore requiring eight percent for tree replacement for a total of 23% tree coverage. The exclusion shall be applied as follows:
(i) 15% of 100 acres = 15 acres for tree preservation
(ii) Eight percent of 95 acres (5 acres removed from the 100 acres) = 7.6 acres
(iii) The total tree coverage required = 22.6 acres, or 22.6% (adjusted from the original 23% requirement to accommodate the exclusion)
6. Tree preservation and tree replacement areas shall be shown on all preliminary plats
, final plats
, site plans
and development
plans in order to clearly assign tree replacement responsibility to future owners
. Tree preservation and tree replacement areas on any individual lot shall be clearly shown on all plot plans for the lot.
7. Property owners
shall be responsible for protecting and preserving tree preservation and tree replacement areas during and after the development
process in accordance with standard horticultural practice and paragraph 8.3.2, Protection of Existing Vegetation.
Trees can satisfy both tree coverage requirements, and landscaping and buffering requirements within Article 9, Landscaping and Buffers, as applicable, as along as all applicable standards can be met.
Areas proposed as tree preservation shall meet the following requirements to satisfy the tree coverage standards in paragraph 8.3.1, Tree Coverage and Protection Standards:
1. The provisions of paragraph 8.3.2, Protection of Existing Vegetation, shall be fulfilled.
2. Tree preservation areas shall be located in the areas listed in paragraph 8.3.1, Tree Coverage Standards, above. Additional tree preservation areas can be located outside of these areas, in which case they shall be located in order to preserve major specimen trees and to preserve clusters of trees.
a. The tree coverage area for a cluster of trees shall be determined by the exterior boundary of the total tree protection zones
for all of the trees in the cluster.
b. For parcels
greater than one acre, no tree preservation area for a cluster of trees shall be counted toward meeting the tree coverage standard unless it includes a minimum of 1,000 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension of less than 13 feet. The area protected shall include the entire tree protection zone
of the tree cluster, and adequate tree protection measures, as defined in paragraph 8.3.2, Protection of Existing Vegetation, shall be taken during the construction and grading
of the project.
c. For parcels
one acre or less, no single tree preservation area for a cluster of trees shall be counted toward meeting the tree coverage standard unless it includes a minimum of 500 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension less than 13 feet.
d. At least 60% of the tree coverage included within any tree preservation area shall be composed of trees with at least a one inch dbh as determined through use of landscape sampling pursuant to paragraph 9.3.3, Sampling.
e. At least 75% of the tree protection zone
for trees within the cluster measuring at least six inches dbh shall remain undisturbed for it to be considered a protected cluster. Root zones extending into rights-of-way shall be considered disturbed areas, unless legally binding protections are placed upon those areas.
a. The tree coverage area for an individual tree shall be determined by the tree's tree protection zone.
b. At least 75% of the tree protection zone
for an individual tree shall remain undisturbed in order for that tree to count as preserved. Root zones extending into rights-of-way shall be considered disturbed areas, unless legally binding protections are placed upon those areas.
c. An individual tree can be counted toward tree coverage credit, provided that its diameter is six inches dbh or greater.
(1) Unpaved walking paths and foot trails constructed with minimal disturbance of tree roots and existing vegetation. No tree six inches dbh or greater shall be removed for the construction of the trail.
(2) Paved trails that are public trails and are shown on the most recent version of the Durham Trails and Greenways Master Plan. In no case shall the clearing of the trail corridor exceed 16 feet in width.
(3) Amenity areas containing such items as picnic tables and benches provided that such areas are unpaved and no larger than 200 square feet or 10% of the tree coverage area, whichever is smaller. No tree six inches dbh or greater shall be removed for the construction of an amenity area.
b. All buildings, utilities, and stormwater
facilities shall be set back at least 10 feet from the edge of any preserved tree coverage area. No easements
, except conservation, greenway, and landscape easements
, shall be included within a tree coverage area.
Areas proposed as tree replacement shall meet the following requirements to satisfy the standards found in paragraph 8.3.1C, Tree Coverage:
1. For parcels
greater than one acre, no tree replacement area shall be counted toward meeting the tree coverage standard unless it includes a minimum of 1,000 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension of less than 25 feet.
2. For parcels
one acre or less, no tree replacement area shall be counted toward meeting the tree coverage standard unless it includes a minimum of 500 square feet (or such smaller area as required by paragraph 8.3.1C.4 above) and has no individual dimension less than 15 feet.
3. When replacement trees are provided in order to satisfy the requirements of paragraph 8.3.1C, Tree Coverage, coverage credit shall be accrued in accordance with the following table with credit calculated based on the required planting area for the proposed trees.
Hardwood Caliper | Non-Hardwood Height | Credit |
|---|---|---|
4 | 18 or over | 275 |
3½ | 16 to 18 | 250 |
3 | 14 to 16 | 225 |
2½ | 12 to 14 | 200 |
2 | 10 to 12 | 175 |
1½ | 8 to 10 | 150 |
1 | 7 to 8 | 100 |
0.75 | 5 to 7 | 75 |
Less than 0.75 | Less than 5 | No credit |
Example: Ten trees at 2½-inch caliper
require 2,000 square feet of planting area (10 X 200 = 2,000), and provide 2,000 square feet of replacement tree credits.
4. At least 50% of replacement trees shall be one-inch caliper
or greater.
5. All tree species shall be native to the North Carolina Piedmont region. A minimum of 50% of replacement trees shall be hardwood canopy
species. The remainder of the replacement trees shall be a mix of understory hardwood and non-hardwood species, as long as no more than 50% of this remainder is pines.
6. Replacement trees shall be provided as a mix of species, in accordance with the standards set in paragraph 9.2.3B.6, Mixing of Tree Species, and shall consist of species allowed for “Tree Coverage” in tables 1A through 1H within the Landscape Manual for Durham, North Carolina.
7. One-hundred percent of the replacement trees planted to augment preserved tree coverage clusters pursuant to paragraph 8.3.1D.3, Clusters of Trees, shall be native understory hardwoods of one inch caliper
or greater.
8. Areas designated as replacement tree coverage shall be subject to the use limitations imposed on preserved tree coverage in paragraph 8.3.1D.5, Construction in Preserved Tree Coverage Areas, except that stormwater
control measures designed as bioretention facilities shall be allowed.
9. Replacement trees shall be planted before any Certificate of Compliance
is issued, unless the planting has been deferred to an appropriate season in accordance with the requirements of paragraph 9.11.2, Extensions for All Other Development.
Any trees preserved on a development
tract
in order to meet Ordinance requirements or otherwise indicated to be preserved shall meet the following protection standards.
A. Protection measures to be used during grading
and construction, including details of the tree protection fence(s) and its location(s), shall be shown on the site, landscape, grading
, utility, demolition, and erosion
control plans.
B. Tree protection zones
shall be established around all trees to be preserved. The tree protection zone
shall either be a six-foot radius around the tree or a one-foot radius for every inch of tree dbh, whichever is greater.
C. A tree protection fence constructed of a material resistant to degradation by sun, wind, and moisture for the duration of the construction, shall be installed at the same time as the erosion
control measures, and shall remain in place until all construction is complete. Such fencing shall be mounted on metal posts placed no further than ten feet apart. Silt fencing shall not serve as tree protection fencing.
D. At the start of grading
involving the lowering of the existing grade
around a tree or stripping of topsoil, a clean, sharp, vertical cut shall be made at the edge of the tree save area at the same time as other erosion
control measures are installed. Tree protection fencing shall be installed on the side of this cut farthest away from the tree trunk. This procedure shall be incorporated as a note on the grading
and erosion
control plans.
E. No storage of materials, dumping of waste
materials, fill, or parking of equipment shall be allowed within the tree protection zone
, and no trespassing shall be allowed within the boundary of the tree protection zone
, and shall be so noted on the grading
and erosion
control plans and posted at each end of the tree protection fence with perimeter signs
spaced a maximum of 100 feet on center thereafter. Each sign
shall read “no trespassing/tree protection area” and “prohibido entrar/zona protectora para los arboles”.
The primary purpose of the tree survey requirements is to provide better information about the presence and location of significant trees on sites proposed for development
. This information is needed before plans for development
are so far advanced that it is unreasonable and impractical to modify the plans to protect the trees identified on the tree survey. Knowing the location and size of major specimen trees helps the staff and governing body evaluate possible modifications to the proposed plans to preserve significant trees and improve the appearance of proposed development
.
1. A land disturbance tree survey shall be required for any area for which the limits of disturbance are within 30 feet of a preserved tree coverage area, floodplain, steep slope area, riparian buffer
, required landscape buffer
, inventory site, wetland
, or conservation area.
2. The land disturbance tree survey shall show the specific location, species, size and tree protection zone
of any tree(s) six inches dbh or greater that is within 30 feet of any area proposed for disturbance, and meets the qualifications in the above paragraph.
3. The land disturbance tree survey shall be shown on all site, grading
, and erosion
control plans, as well as preliminary plats
.
4. The survey shall be prepared in accordance with paragraph 9.2.4, Landscape Plans and Surveys.
Properties shall not be clear-cut during the conduct of forestry
activities. To maintain the visual character of the site from adjoining properties and right-of-way
, a vegetated perimeter buffer
shall be maintained while tree harvesting for forestry
occurs. A 32-foot wide buffer
of naturally existing vegetation shall be maintained along all boundaries of the property being forested that adjoin other properties. Along public rights-of-way, a 50-foot buffer
of naturally existing vegetation shall be maintained, exclusive of areas required for access to the site.
Site plans
proposing development
of properties on which all or substantially all of the trees protected in a 32-foot buffer
required under this section, a 50-foot buffer
required under this section, or both, are removed shall be denied for a period of three years from the date of removal or five years from the date of removal if removal is a willful violation
of this section.
Site plans
proposing development
of properties on which all or substantially all of the trees protected in a 32-foot buffer
required under this section, a 50-foot buffer
required under this section, or both, are removed shall be denied for a period of three years from the date of removal.
A. A major specimen tree shall be defined pursuant to Sec. 17.3, Defined Terms.
B. Major specimen trees that are saved and protected under the requirements of paragraph 8.3.2 shall be granted tree coverage credit at one and one-half times the size of the tree protection zone
. Major specimen trees that are located in the floodway
, non-encroachment area
, floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO) (unless proposed to be filled or developed
in accordance with paragraph 8.4.4, Development in Special Flood Hazard Areas and Future Conditions Flood Hazard Areas), preserved wetlands
and wetland
buffers, steep slope areas, riparian buffers, Major Transportation Corridor (MTC) buffers, and Durham Natural Inventory
Sites are not eligible for additional credit as described above.
C. In order to receive additional credit for major specimen trees major
jor specimen tree survey shall be required showing specific location, species, size, and tree protection zone
of all major specimen trees to be saved. This survey shall be included on all site, landscape, grading
, utility, demolition, and erosion
control plans.
The primary purpose of the floodplain and flood damage protection standards is to preserve and maintain the natural floodplain in an undisturbed vegetated state in order to maintain flood storage capacity, control stormwater
, improve water quality and conserve plant and wildlife habitat. Additionally, these standards serve to promote public health, safety, and general welfare and to minimize public and private losses due to flood conditions within flood prone areas.
In addition, this section serves to facilitate implementation of the Federal Flood Insurance
Program and to minimize the possibility that new construction
will sustain damage from flooding by:
A. Restricting or prohibiting uses that are dangerous to health, safety and property due to water or erosion
hazards, or which result in damaging increases in erosion
or in flood heights or velocities;
B. Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
C. Controlling the alteration of natural floodplains, stream
channels, and natural protective barriers, which are involved in the accommodation of floodwaters;
D. Controlling filling, grading
, dredging, or other development
that may increase erosion
or flood damage;
E. Preventing or regulating the construction of flood barriers that unnaturally divert flood waters or that may increase flood hazards to other lands;
F. Minimizing damage to public facilities
and utilities such as water and gas mains, electric, telephone and sewer lines, and streets and bridges located in areas of special flood hazard; and
G. Ensuring that property owners
and potential property owners
are notified that property is a Special Flood Hazard Area or Future Conditions Flood Hazard Area
.
Commentary: Losses in floodprone areas are the result of the cumulative effects of obstructions
, removal of vegetative cover, and construction practices that cause an increase in flood heights and velocities. Increased flood heights and velocities create a greater threat to land uses and structures that are inadequately elevated, floodproofed, or are otherwise unprotected from flood damage. Occupancy in flood prone areas by uses vulnerable to floods or other hazards can result in loss of life, property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures of flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
The degree of flood protection required by this ordinance is considered reasonable for regulatory purposes and is based on scientific and engineering consideration. Larger floods can and will occur. Actual flood heights may be increased by man-made or natural causes. This ordinance does not imply that land outside the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas or uses permitted within such areas will be free from flooding or flood damages. This ordinance shall not create liability on the part of Durham City or County or by any officer
or employee thereof for any flood damages that result from reliance on this ordinance or any administrative decision lawfully made hereunder.
This section shall apply to all Special Flood Hazard Areas, Future Conditions Flood
Hazard Areas, and nearby effected flood hazard areas within the City and County of Durham as identified by the Federal Emergency Management Agency
(FEMA) or produced
under the Cooperating Technical State (CTS) agreement between the State of North Carolina and FEMA in its FIS dated December 6, 2019, for Durham County and associated DFIRM panels, including any digital data developed
as part of the FIS, which are adopted by reference and declared a part of this ordinance and any revision thereto pursuant to NCGS§ 160D-105. The Special Flood Hazard Areas, Future Conditions Flood
Hazard Areas, and nearby effected flood hazard areas also include those defined through standard engineering analysis for private development
or by governmental agencies
, but which have not yet been incorporated in the FIRM. This includes, but is not limited to, detailed flood data generated as a requirement of paragraphs 3.21.2B.11 and 12, Duties and Responsibilities.
In all Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas the following provisions are required:
1. All new construction
and substantial improvements
shall be anchored to prevent flotation, collapse, or lateral movement of the structure
;
2. All new construction
and substantial improvements
shall be constructed with materials and utility equipment resistant to flood damage;
3. All new construction
or substantial improvements
shall be constructed by methods and practices that minimize flood damages;
4. Electrical, heating, ventilation, plumbing, air conditioning equipment, and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. These include but are not limited to HVAC equipment, water softener units, bath/kitchen fixtures, ductwork, electric meter panels/boxes, utility/cable boxes, appliances (i.e., washers, dryers, refrigerator, etc.), hot water heaters, electric outlets/switches;
5. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system;
6. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters;
7. On-site waste
disposal
systems shall be located and constructed to avoid impairment to them or contamination from them during flooding;
8. Any alteration, repair, reconstruction, or improvements to a structure
which is in compliance with the provisions of this ordinance, shall meet the requirements of new construction
; and
9. New solid waste
disposal
facilities and sites, hazardous waste
management facilities, salvage yards
, and chemical storage facilities shall not be permitted. A structure
or tank for chemical or fuel storage incidental to an allowed use or to the operation of a water treatment plant or wastewater treatment facility can be located in a Special Flood Hazard Area only if the structure
or tank is either elevated or floodproofed to at least the regulatory flood protection elevation and certified according to the certification requirements in Sec. 3.21, Floodplain Development Permit
.
10. Fill material shall be used for all new construction
and substantial improvements
to create an elevation that is two feet above base flood
elevation or future conditions flood elevation
, except as otherwise authorized pursuant to paragraph 8.4.4, Development
in Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas. The fill material shall be required to extend for a distance of 40 feet from the exterior walls of a building
. Where the distance to the property line is less than 40 feet, the fill shall extend to the property line. The required fill material distance shall include a sloped edge with a maximum 3:1 slope [for example, for a fill three feet deep: 31 feet of flat fill plus nine feet of sloped fill] or a retaining wall in lieu of the slope [for example, a side yard
of flat fill and a retaining wall]. Residential accessory structures which are defined as nonhabitable structures by the North Carolina Building
Code are exempt from requirements to extend the fill material away from the base but are required to be placed on fill which is two feet, or five feet in Zone A, above base flood
elevation. Exceptions from any of these requirements resulting from special storm water considerations shall be forwarded to the approving authority if other than the Floodplain Administrator
, with a recommendation from the Floodplain Administrator
.
11. Nothing in this ordinance shall prevent the repair, reconstruction, or replacement of a building
or structure
existing on the effective date of this ordinance and located totally or partially within the floodway
or non-encroachment area
, provided there is no additional encroachment
below the Regulatory Flood Protection Elevation
in the floodway
or non-encroachment area
, and provided that such repair, reconstruction, or replacement meets all of the other requirements of this ordinance.
12. When a structure
is partially located in a Special Flood Hazard Area, the entire structure
shall meet the requirements for new construction
and substantial improvements
.
13. When a structure
is located in multiple flood hazard zones or in a flood hazard risk zone with multiple base flood
elevations, the provisions for the more restrictive flood hazard risk zone and the highest Base Flood Elevation (BFE)
shall apply.
In all Special Flood Hazard Areas where Base Flood Elevation (BFE)
data has been provided and in Future Conditions Flood
Hazard Areas where future conditions flood
elevations data has been provided, as set forth in paragraph 8.4.2, Applicability, or paragraph 3.21.2B (11 and 12), Duties and Responsibilities, the following provisions are required:
a. Land in the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas can be used for the following purposes, provided that such uses are designed and constructed to minimize clearing, grading
, erosion
and water quality degradation and are in compliance with the Sec. 8.4, Floodplain and Flood Damage Protection Standards. Land within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall not serve to meet minimum lot size requirements, except in the Rural Tier and on property zoned RR or RS-20 in the Suburban Tier where at least 50% of the required lot area
is located outside the floodway
or non-encroachment area
or floodway fringe
.
b. When permitted, development
proposals located within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall:
(1) be consistent with the need to minimize flood damage;
(2) have public utilities
and facilities such as sewer, gas, electrical, and water systems located and constructed to minimize flood damage;
(3) have adequate drainage provided to reduce exposure to flood hazards; and,
(4) have Base Flood Elevation (BFE)
data provided if development
is greater than the lesser of five (5) acres or fifty (50) lots/manufactured home sites. Such Base Flood Elevation (BFE)
data shall be adopted by reference per paragraph 8.4.2, Applicability, to be utilized in implementing this code.
New construction
or substantial improvement
of any residential structure
(including manufactured homes) shall have the reference level
, including basement
, elevated no lower than the regulatory flood protection elevation.
New construction
or substantial improvement
of any commercial, industrial (other than hazardous, solid waste
, salvage yards
, chemical storage facilities or similar uses which are prohibited) or other non-residential structure
shall have the reference level
, including basement
, elevated no lower than the regulatory flood protection elevation. Structures located in AE and X (Future) Zones can be floodproofed to the regulatory flood protection elevation in lieu of elevation provided that all areas of the structure
below the required flood protection elevation are watertight with walls substantially impermeable to the passage of water, using structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered professional engineer or architect shall certify that the standards of this subsection are satisfied. Such certification shall be provided to the official as set forth in the certification requirements in Sec. 3.21, Floodplain Development Permit
.
a. New or replacement manufactured homes shall be elevated so that the reference level
of the manufactured home is no lower than the regulatory flood protection elevation.
b. Manufactured homes shall be securely anchored to an adequately anchored foundation to resist flotation, collapse, and lateral movement in accordance with the State of North Carolina Regulations for Manufactured/Mobile Homes, 1995 Edition, and any revision thereto adopted by the Commissioner of Insurance pursuant to NCGS §143-143.15 or a certified engineered foundation. Additionally, when the elevation would be met by an elevation of the chassis thirty-six (36) inches or less above the grade
at the site, the chassis shall be supported by reinforced piers or other foundation elements of at least equivalent strength. When the elevation of the chassis is above thirty-six (36) inches in height, an engineering certification is required.
c. All foundation enclosures or skirting shall be in accordance with paragraph 8.4.3B.5, Elevated Buildings
.
d. All new, substantially improved
or substantially damaged
manufactured home parks
or subdivisions
located within Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas shall prepare an evacuation plan for evacuation of all residents. The plan shall be filed with the Floodplain Administrator
and the Emergency Management Coordinator prior to the time of site plan
approval, plat
approval, or building permit
, if site plans
or plats
are not required.
e. Manufactured homes, except replacement manufactured homes located in an existing manufactured home park
or subdivision
, shall not be permitted in the floodway
or non-encroachment area
. Permitted manufactured homes shall be subject to the non-encroachment standards of paragraph 8.4.3E, Floodway
and Non-Encroachment Areas
.
New construction
or substantial improvements
of elevated buildings
that include fully enclosed areas that are below the regulatory flood protection elevation shall not be designed to be used for human habitation, but shall be designed to be used only for parking of vehicles
, building
access, or limited storage of maintenance equipment used in connection with the premises, be constructed entirely of flood resistant materials below the regulatory flood protection level in Zone AE and X Zone (Future) and meet the following design criteria:
a. Measures for complying with this requirement shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. To meet this requirement, the foundation must either be certified by a professional engineer or architect or meet the following minimum design criteria:
(1) Provide a minimum of two openings on different sides of each enclosed area subject to flooding.
(2) The total net area of all openings must be at least one (1) square inch for each square foot of each enclosed area subject to flooding.
(3) If a building
has more than one enclosed area, each area must have openings on exterior walls to allow floodwater to directly enter;
(4) The bottom of all required openings shall be no higher than one (1) foot above the adjacent
grade
; and
(5) Openings can be equipped with screens
, louvers, or other opening coverings or devices provided they permit the automatic flow of floodwaters in both directions. For purposes of this provision, vinyl or sheet metal skirting shall not be considered an enclosure for regulatory and flood insurance
rating purposes and therefore shall not require hydrostatic openings.
b. Access to the enclosed area shall be the minimum necessary to allow for parking of vehicles
(garage door) or limited storage of maintenance equipment used in connection with the premises (standard exterior door) or entry to the living area (stairway or elevator). The interior portion of such enclosed area shall not be partitioned or finished into separate rooms, except to enclose storage areas.
a. Additions and/or improvements to pre-FIRM structures when the addition and/or improvements in combination with any interior modifications to the existing structure
are:
(1) not a substantial improvement
the addition and/or improvements must be designed to minimize flood damages and must not be any more non-conforming than the existing structure
; or
(2) a substantial improvement
, the existing structure
and the addition and/or improvements must comply with the standards for new construction
.
b. Additions to post-FIRM structures with no modifications to the existing structure
shall require only the addition to comply with the standards for new construction
.
c. Additions and/or improvements to post-FIRM structures whereas the addition and/or improvements in combination with any interior modifications to the existing structure
are:
(1) not a substantial improvement
, the addition and/or improvements only must comply with the standards for new construction
; or
(2) a substantial improvement
, the existing structure
and the addition and/or improvements must comply with the standards for new construction
.
d. Where a fire wall or independent perimeter load-bearing wall is provided between the addition and the existing building
, the addition(s) shall be considered a separate building
and only the addition must comply with the standards for new construction
.
Recreational vehicles
shall not be located within Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas for 180 days or more and shall be licensed and ready for highway use (on wheels attached to a site by quick-disconnect type utilities with no permanently attached additions). Recreational vehicles
not meeting these standards shall meet the standards of manufactured homes above.
Prior to the issuance of a floodplain development permit
for a temporary structure
, Applicants must submit to the Floodplain Administrator
a written plan for the removal of such structure
(s) in the event of a hurricane or flash flood warning notification. The plan must include the following information:
a. a proposed time period for which the temporary use will be permitted;
b. the name, address, and phone number of the individual responsible for the removal of the temporary structure
;
c. the time frame prior to the event at which a structure
will be removed (i.e. minimum of 72 hours before landfall of a hurricane or immediately upon flood warning notification);
d. a copy of the contract or other suitable instrument with a trucking company to ensure the availability of removal equipment when needed; and
e. designation, accompanied by documentation, of a location outside the Special Flood Hazard Area or Future Conditions Flood Hazard Area
to which the temporary structure
will be moved.
When accessory structures (sheds, detached garages, etc.) are to be placed within a Special Flood Hazard Area or Future Conditions Flood Hazard Area
, the following criteria shall be met:
a. Accessory structures shall not be used for human habitation (including work, sleeping, living, cooking or restroom areas);
b. Accessory structures shall be designed to have low flood damage potential;
c. Accessory structures shall be constructed and placed on the building
site so as to offer the minimum resistance to the flow of floodwaters;
d. Accessory structures shall be firmly anchored in accordance with paragraph 8.4.3, General;
e. All service facilities such as electrical and heating equipment shall be installed in accordance with paragraph 8.4.3, Specific Standards;
f. Openings to relieve hydrostatic pressure during a flood shall be provided below regulatory flood protection elevation in conformance with elevated building
requirements in paragraph 8.4.3, Standards; and
g. An accessory structure
with a footprint less than 150 square feet does not require an elevation or floodproofing
certificate. Elevation or floodproofing
certifications are required for all other accessory structures in accordance with the certification requirements in Sec. 3.21, Floodplain Development Permit
.
Within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, where no Base Flood Elevation (BFE)
data has been provided, the following provisions shall apply:
1. No encroachments
, including fill, new construction
, substantial improvements
or new development
shall be permitted within a distance of 20 feet each side from top of bank or five times the width of the stream
whichever is greater, unless certification with supporting technical data by a registered professional engineer is provided demonstrating that such encroachments
shall not result in any increase in flood levels during the occurrence of the base flood
discharge.
2. The BFE used in determining the regulatory flood protection elevation shall be determined based on one of the following criteria set in priority order:
a. If Base Flood Elevation (BFE)
data is available from other sources, all new construction
and substantial improvements
within such areas shall also comply with all applicable provisions of this ordinance and shall be elevated or floodproofed in accordance with standards in paragraph 3.21.2B (11&12).
b. All subdivision
, manufactured home park
and other development
proposals shall provide Base Flood Elevation (BFE)
data if development
is greater than five acres or has more than 50 lots/manufactured home sites. Such Base Flood Elevation (BFE)
data shall be adopted by reference per paragraph 8.4.2, Standards, to be utilized in implementing this ordinance. A Letter of Map Revision LOMR
R) shall be required prior to the approval of construction drawings for development
requiring BFE data to be provided.
c. When Base Flood Elevation (BFE)
data is not available from a Federal, State, or other source as outlined above, the reference level
shall be elevated to or above five feet above the highest adjacent
grade
.
Along rivers and streams
where Base Flood Elevation (BFE)
data is provided but neither floodway
nor non-encroachment areas
are identified for a Special Flood Hazard Area on the FIRM or in the FIS, no encroachments
, including fill, new construction
, substantial improvements
, or other development
, shall be permitted unless certification with supporting technical data by a registered professional engineer is provided demonstrating that the cumulative effect of the proposed development
, when combined with all other existing and anticipated development
, will not increase the water surface elevation of the base flood
more than one foot at any point within the community.
Located within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, are areas designated as floodways
or non-encroachment areas
, which are extremely hazardous due to the velocity of floodwaters that have erosion
potential and carry debris and potential projectiles. In such areas no encroachments
, including fill, new construction
, substantial improvements
, or other development
shall be permitted unless the Federal Emergency Management Agency
(FEMA) authorizes conditional approval of the proposed encroachment
via a Conditional Letter of Map Revision (CLOMR)
or a professional engineer registered in the State of North Carolina certifies that such uses will result in no increases in flood levels during the occurrence of a base flood
, as demonstrated through hydrologic and hydraulic analysis performed in accordance with standard engineering practice if required by the Floodplain Administrator
.
Located within the Special Flood Hazard Areas established in paragraph 8.4.2, Applicability, are areas designated as shallow flooding areas. These areas have special flood hazards associated with base flood
depths of one (1) to three (3) feet where a clearly defined channel does not exist and where the path of flooding is unpredictable and indeterminate. In addition to the general standards in 8.4.3A, all new construction
and substantial improvements
shall meet the following requirements.
1. The reference level
shall be elevated at least as high as the depth number specified on the Flood Insurance Rate Map (FIRM)
, in feet, plus a freeboard
of two feet, above the highest adjacent
grade
; or at least five feet above the highest adjacent
grade
if no depth number is specified.
2. Non-residential structures may, in lieu of elevation, be floodproofed to the same level as required in paragraph 8.4.3F.1 so that the structure
, together with attendant utility and sanitary facilities, below that level shall be watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy. Certification is required as per paragraph 3.21.6, Certification Requirements, and paragraph 8.4.3B.3, Non-Residential Construction.
3. Adequate drainage paths shall be provided around structures on slopes, to guide floodwaters around and away from proposed structures.
1. Development
and land disturbing activity
within Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas shall be prohibited, except as provided below.
2. The Floodplain Administrator
and the Board of Adjustment, as applicable, shall not approve development
that is located below the regulatory flood protection elevation if such development
is otherwise required to be located at or above the regulatory flood protection elevation or is not permitted within the Special Flood Hazard Areas or Future Conditions Flood
Hazard Areas.
3. Development
addressed under paragraph 8.4.3C, Floodplains without Base Flood
Elevations, and paragraph 8.4.3D, Floodplains with Base Flood
Elevations but no Established Floodway
or Non-Encroachment Areas
, shall be deemed floodway
development
for purposes of this section.
Land can be used for the following purposes, with no special approvals required:
1. Agricultural uses
, including active agriculture, pasture forestry
, wildlife sanctuary, game farms
, and similar uses; and
2. Lawns and gardens.
The following shall only require Floodplain Administrator
approval in association with any applicable site plan
, plat
, construction drawings, or building permit
approval.
1. Development
of, or substantial improvements
to, a single-family
or duplex structure
, and associated site improvements such as accessory structures, driveways
, walkways, and utility crossings, on a single lot of record
recorded
on or before January 1, 2006, or recorded prior to being mapped in the floodway fringe
, non-encroachment area fringe
, or Areas of Shallow Flooding Zone
e AO). Such projects can utilize fill, pursuant to a floodplain development permit
per Sec. 3.21, Floodplain Development Permit
, in the floodway fringe
, non-encroachment area fringe
, or Zone AO.
2. Floodproofing
or elevation by design in lieu of required fill for new construction
or substantial improvements
on lots of record
that were recorded on or before January 1, 2006, pursuant to a floodplain development permit
issued under Sec. 3.21, Floodplain Development Permit
. If the Floodplain Administrator
approves floodproofed or elevated-by-design construction or improvements rather than use of fill in Zone AE or Zone X (Future), the approval shall specify the minimum foundation opening requirements and limitations on below-BFE enclosures uses, if applicable.
3. Development
with a valid site plan
or preliminary plat
approval prior to the most recent and applicable Flood Insurance
Rate Map(s) (FIRM) for Durham County. This shall also include any necessary site plan
or preliminary plat
amendment that is a result of the impacts of the FIRM.
4. The following uses, with the ability to utilize fill in support of the use:
a. Parks, playgrounds
, trails, ballfields, and other similar recreational facilities.
b. Constructed or restored wetlands
or riparian buffers for mitigation.
c. Utility crossings to connect to existing facilities where it is the most direct connection, as specified by the Public Works Director, or designee. Crossings shall be perpendicular from the facility to the connection, with an allowable 15 degree variation. A non-perpendicular route shall be used if it is demonstrated to cause less disturbance than the perpendicular route.
d. Crossings by streets, driveways
, pedestrian walkways, and railroads where no other option is available. Crossings shall be perpendicular from the facility to the connection, with an allowable 15 degree variation. A non-perpendicular route shall be used if it is demonstrated to cause less disturbance than the perpendicular route.
e. Level spreaders and vegetative filter strip stormwater runoff
devices.
The following shall require approval of a minor special use permit pursuant to Sec. 3.9, Special Use Permits, including the review factors in paragraph 3.9.8C, Additional Review Factors for Development
in Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas.
Any fill or development
(e.g., parking or floodproofing
or elevation by design) in the floodway fringe
, non-encroachment area fringe
, Future Conditions Flood
Hazard Areas, or Areas of Shallow Flooding Zone
e AO) that is not under the approval authority of the Floodplain Administrator
pursuant to paragraph 8.4.4B, Development
Requiring Floodplain Administrator
Approval.
a. Uses listed below and located in the floodway
or non-encroachment area
that do not qualify for Floodplain Administrator
approval pursuant to paragraph 8.4.4C, Development
Requiring Floodplain Administrator
Approval:
(1) Crossings by streets, driveways
, pedestrian walkways, and railroads.
(2) Intakes, docks, piers, utilities (including water and wastewater treatment, including stormwater
control and sedimentation
and erosion
control facilities), bridges, other public facilities
, and water-dependent structures
.
(3) Other encroachments
authorized by FEMA.
b. Fill may be proposed in support of such uses.
c. Certification required under paragraph 8.4.3C, Floodplains without Base Flood
Elevations, paragraph 8.4.3D, Floodplains with Base Flood
Elevations but no Established Floodway
or Non-Encroachment Areas
, or paragraph 8.4.3E, Floodway
and Non-Encroachment Areas
, as appropriate, shall be provided.
1. No density
credit shall be allowed for land in the floodway
or non-encroachment area
, except as otherwise allowed in this Ordinance.
2. The amount of land in the floodway fringe
or non-encroachment area fringe
shall be credited for residential density
on adjacent
land in the same development
at a rate of 50% of that allowed by the zoning, except as otherwise allowed in this Ordinance.
3. The portions of the Special Flood Hazard Areas and Future Conditions Flood
Hazard Areas located within required riparian buffers shall be given 100% credit.
The primary purpose of Sec. 8.5, Riparian Buffer Protection Standards (which may be referred to herein as “this section”) is to maintain land adjacent
to surface waters in a vegetated state in order to enhance and maintain water quality, protect stream
channel wetlands
, minimize stormwater runoff
, reduce sedimentation
and erosion
, provide nutrient removal, conserve plant and wildlife habitat and protect wildlife movement corridors.
This section shall apply to any person
or entity conducting activities within the City or County of Durham, except where such activities are otherwise regulated by the State of North Carolina or the United States. Outside of the Neuse River Basin, activities otherwise regulated by the State include forest harvesting and agricultural activities, activities conducted by a local, state, or federal government, and activities under multiple jurisdictions except where such multiple jurisdictions are the City and County of Durham exclusively. This section shall supersede all locally implemented buffer
requirements stated in 15A NCAC 02B .0214 through .0216 as applied to WS-II, WS-III, and WS-IV waters in the Jordan watershed
. Where any requirement of this section conflicts with any other valid law, the most stringent requirement shall apply.
The requirements of this section shall apply in all cases, including where State standards are less stringent. Review and approval by the City or County is always required, except in the case of an exempt use, and shall occur pursuant to the applicable process in each case (e.g., Preliminary Plat
, Major Site Plan
, etc.). Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
Within the Neuse River Basin, the definitions contained or referenced in 15A NCAC 02B .0233 and .0242 shall apply to this section. Outside of the Neuse River Basin, the definitions contained or referenced in 15A NCAC 02B .0263, .0267, and .0268 shall apply to this section. Such definitions shall supersede any conflicting UDO definition for purposes of this section.
This section shall apply to any activity conducted within any riparian buffer
, and to any activity conducted outside of any riparian buffer
that has hydrologic impacts upon that buffer
in violation
of the diffuse flow requirements of paragraph 8.5.5, Diffuse Flow Requirements. There is no disturbed area minimum for regulated activities and they include but are not limited to activities conducted pursuant to building
permits. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
a. Riparian buffers as depicted on the table below shall be required adjacent
to the following surface waters: intermittent streams perennial
l streams
; modified natural streams
; lakes; and ponds including beaver ponds.
b. The table includes the additional buffer
width required for certain surface waters in watershed
protection overlays. It does not include the 10-foot setback
required under paragraph 8.5.9C below.
c. A lake or pond shall receive the same buffer
as the stream
to which it is connected at the point of initial connection.
d. A gap of 300 feet or less in a stream
, as determined by the City or County, shall receive the same buffer
as the upstream portion of such stream
, including culverted or piped streams
approved and installed after the effective dates listed in paragraph 8.5.4C.3.a.
Commentary: UDO Sec. 17.3, Defined Terms, defines “adjacent
” as “[p]roperty abutting directly on the boundary of, touching, or sharing a common point.” The applicable state rules define “modified natural stream
” as “an on-site channelization or relocation of a stream
channel and subsequent relocation of the intermittent or perennial flow as evidenced by topographic alterations in the immediate watershed
. A modified natural stream
must have the typical biological, hydrological, and physical characteristics commonly associated with the conveyance of water.”
Key:
P – Perennial
I – Intermittent
NA – Not applicable because not located therein
M/LR-A – Lake Michie/Little River Critical Area
M/LR-B – Lake Michie/Little River Protected Area
E-A; E-A(2) – Eno River Critical Area
E-B – Eno River Protected Area
F/J-A – Falls/Jordan Critical Area
F/J-B – Falls/Jordan Protected Area
Tier | Watershed | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
None | M/LR-A | M/LR-B | E-A, E-A(2) | E-B | F/J-A | F/J-B | ||||||||
Downtown and Compact Neighborhood | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | 100 | 501 |
Urban | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | NA | NA | NA | NA | NA | NA | 100 | 501 | NA | NA | 100 | 501 |
Suburban | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | 150 | 50 | 150 | 50 | 150 | 50 | 100 | 501 | 150 | 100 | 100 | 501 |
Rural | ||||||||||||||
Stream | P | I | P | I | P | I | P | I | P | I | P | I | P | I |
Width | 50 | 50 | 150 | 50 | 150 | 50 | NA | NA | 100 | 501 | 150 | 100 | 100 | 501 |
1 Stream | ||||||||||||||
Riparian buffers shall be required adjacent
to reservoirs pursuant to Sec. 8.6, Water Supply Reservoir Buffer
.
Riparian buffers shall be required adjacent
to wetlands
pursuant to Sec. 8.9, Wetlands
Protection Standards.
4. Wetlands
adjacent
to, or within 50 feet of, surface waters shall be considered part of the riparian buffers but are regulated pursuant to 15A NCAC 2B .0230 and .0231, 15A NCAC 2H .0500, 15A NCAC 2H .1300, and Sections 401 and 404 of the Federal Water Pollution Control Act.
Riparian buffers shall be measured as follows:
1. For intermittent and perennial streams
, begin at the top of the bank and extend landward the required distance on all sides of the surface water, measured horizontally on a line perpendicular to a vertical line marking the top of the bank.
2. For ponds, lakes and reservoirs located within a natural drainage way, begin at the normal water level and extend landward the required distance, measured horizontally on a line perpendicular to a vertical line marking the normal water level.
3. Where an intermittent or perennial stream
begins or ends, including but not limited to when it goes underground, enters or exits a culvert, or enters or exits a wetland
, begin at the top of the bank and extend landward the required distance in a radius around the beginning or end.
a. The radius requirement shall apply to culverts or piping present within the riparian buffer
as of July 22, 1997 within the Neuse River Basin, or as of the effective date of this section (November 4, 2010 for the City; November 8, 2010 for the County) outside of the Neuse River Basin, and has continued to exist since that time.
b. Paragraph 8.5.8, Piping Streams
, shall apply to culverts or piping that were approved and installed after such effective dates.
4. Where an intermittent, perennial, or modified natural stream
contains a gap of 300 feet or less, as determined by the City or County, extend the upstream buffer
in a straight line through the gap, or in an alternative manner if approved by the Planning Director or designee, until it meets the downstream buffer
. This shall include culverted or piped streams
approved and installed after the effective dates listed in paragraph 8.5.4C.3.a.
1. Riparian buffers shall be clearly indicated on all development
plans, site plans
, preliminary plats
, final plats
, sedimentation
and erosion
control plans, any other plans required before, during, or after construction, and any other documents as required under applicable law or policy.
2. Signs
or other mechanisms that clearly demarcate riparian buffer
boundaries shall be required for all new development
or redevelopment.
a. Temporary signs
shall be installed before clearing and grading
begins and maintained until permanent signs
are installed. Tree save or silt fencing may be used in lieu of temporary signs
with prior approval from the City or County as appropriate.
b. Permanent signs
shall be installed prior to issuance of certificate of occupancy and maintained in perpetuity.
c. All signs
shall be posted at intervals of one per parcel
or every 50 feet, whichever is less.
d. Each sign
shall be [at least, City only] four inches by six inches in size, shall face away from the buffer
, and shall read “Riparian Buffer
– Do Not Disturb Except as Authorized by the City [County] of Durham”.
e. All signs
must be placed on metal or wood posts installed securely in the ground, except that permanent signs
may be placed on permanent fencing along the buffer
boundary. If wood posts are used they must be at least two inches by two inches in size and be made of treated wood. Posts must extend a minimum of three feet above ground and be sunk at least two feet below ground.
Diffuse flow shall be maintained in riparian buffers by dispersing concentrated flow prior to its entry into a buffer
and reestablishing vegetation as listed below. These requirements apply to all development
, including development
that does not propose to impact or conduct an activity within a riparian buffer
.
A. Concentrated runoff
from new ditches or man-made conveyances shall be converted to diffuse flow at non-erosive velocities before the runoff
enters a riparian buffer
except as authorized under paragraph 8.5.10, Uses.
B. Corrective action to restore diffuse flow shall be taken as necessary and shall be designed to impede the formation of erosion
gullies.
C. New stormwater
conveyances including drainage ditches, roadside ditches, and stormwater
BMPs shall not be allowed in or through riparian buffers except as authorized under paragraph 8.5.10, Uses.
All of the following maps shall be used to identify surface water subject to the requirements of this section:
1. The most recent version of the soil survey map prepared by the Natural Resources Conservation Service of the United States Department of Agriculture, which means the most recent hard copy paper bound map or CD-ROM or PDF of such map; and
2. The most recent version of the 1:24,000 scale (7.5 minute) quadrangle topographic map prepared by the United States Geologic Survey (USGS); and
3. Outside of the Neuse River Basin, any map approved by the Geographic Information Coordinating Council, the North Carolina Environmental Management Commission and both governing bodies as more accurate than the maps listed in paragraphs 1 and 2 above. However, such map shall not be used for buffer
delineation on projects that are existing and ongoing under paragraph 8.5.7, Existing Use
Exemption.
Surface water shall be deemed present if it is at least approximately shown on any map. If any surface water is depicted differently on different maps, the most restrictive depiction shall apply.
A landowner or other affected party who believes that surface water is inaccurately depicted shall consult the North Carolina Division of Water Resources (Division) and may request an on-site determination by the Division.
a. The Division or another party may request an on-site determination by the City or County as appropriate of the specific origination point of a stream
where it is in question.
b. A landowner or other affected party, including the Division, who believes that one or more maps inaccurately depict, or omit based on site-specific evidence, surface water shall consult the City or County as appropriate and may request an on-site determination by the City or County.
c. When an on-site determination is requested, a City or County representative, or other party authorized or accepted by the City or County, who has successfully completed the Division’s Surface Water Identification Training Certification course, its successor, or other equivalent training curriculum approved by the Division, shall make the on-site determination following submission of any fees, information or documents required by the City or County. An origination point shall be established using the latest version of the Division publication, Identification Methods for the Origins of .
d. A City or County representative, or other party authorized or accepted by the City or County, who has successfully completed the training required above may also make either type of on-site determination absent an outside consultation or request.
e. An on-site determination shall be valid for five years from the date of the determination unless specified otherwise therein.
3. Surface water shown on a map shall be exempt from Sec. 8.5, Riparian Buffer Protection Standards, if it is determined on site to be: 1) a manmade pond or lake located outside of a natural drainage way, meaning the pond or lake is not fed by directly nor indirectly, and has no direct nor indirect discharge to, an intermittent or perennial stream
; 2) an ephemeral stream
; 3) not present on the ground, except for any stream
gap of 300 feet or less; or 4) a ditch or other manmade conveyance other than a modified natural stream
unless constructed for navigation or boat access.
4. Surface water not shown on a map shall be governed by Sec. 8.5, Riparian Buffer Protection Standards, if it is determined on site to be: 1) a lake, pond, or impoundment located in a natural drainage way, meaning the lake, pond, or impoundment is fed by and discharges to an intermittent or perennial stream perennial
ennial stream
, including any gap of 300 feet or less; 3) an intermittent stream
, including any gap of 300 feet or less; or 4) a modified natural stream
, including any gap of 300 feet or less.
Commentary: A lake, pond, or impoundment of a jurisdictional water does not lose its jurisdictional status if it contributes surface water flow to a downstream jurisdictional water in a typical year through a channelized non-jurisdictional surface water feature, through a culvert, dike, spillway, or similar artificial feature, or through a debris pile, boulder field, or similar natural feature.
5. Despite the provisions of Section 2.4, Board of Adjustment, any dispute shall be referred to the Division Director c/o the 401 Oversight Express Permitting Unit, or its successor, in writing. The Director’s determination is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This section shall not apply to the portion of a riparian buffer
occupied by the footprint of a legal existing and ongoing use. An existing and ongoing use is a use that was present within the riparian buffer
as of July 22, 1997 within the Neuse River Basin, or as the effective date of this section outside of the Neuse River Basin, and has continued to exist since that time. Such uses may include but are not limited to agriculture, buildings, industrial facilities, commercial areas, transportation facilities, maintained lawns, utility lines and on-site sanitary sewage systems. A use that converts from an existing and ongoing use to another use shall no longer be exempt. Conversion includes but is not limited to changing an agricultural operation to non-agricultural use, failing to maintain a lawn, or failing to meet the criteria specified below for activities allowed.
The following activities do not convert an existing and ongoing use to another use:
1. Activities necessary to maintain a use provided that no impervious surface
is added to the riparian buffer
where it did not exist as of the applicable date, existing diffuse flow is maintained, and either 1) outside of the Neuse River Basin, the site remains similarly vegetated, or 2) within the Neuse River Basin, no additional vegetation is removed except that grazed or trampled by livestock
;
2. Grading
and revegetating of the outer 20 feet of a buffer
that is not located in a watershed
protection overlay, provided that the health of the vegetation in the inner 30 feet of the buffer
is not compromised, the ground is stabilized and existing diffuse flow is maintained; or
3. Outside of the Neuse River Basin, change of ownership through purchase or inheritance.
Outside of the Neuse River Basin, a project that meets at least one of the following criteria is also existing and ongoing:
1. The project requires a 401 Certification and 404 Permit and they were issued prior to the effective date of this section;
2. The project requires a state permit (e.g., landfill, National Pollutant Discharge Elimination System (NPDES) wastewater discharge, land application of residuals, road
construction activity), has started construction or is under contract to start construction, and received all required state permits and certifications prior to the effective date of this section;
3. The project is reviewed through the Clean Water Act Section 404/National Environmental Policy Act Merger 01 Process or its immediate successor and reached agreement with the NC Department of Environmental Quality on avoidance and minimization prior to the effective date of this section; or
4. The project can avoid review under the Clean Water Act Section 404/National Environmental Policy Act Merger 01 Process or its immediate successor due to a Finding of No Significant Impact and received written approval from the City or County as appropriate prior to the effective date of this section.
Where application of the Neuse River Basin riparian buffer
requirements would preclude construction of a single-family
residence and necessary infrastructure, such as an on-site wastewater system, the single-family
residence may encroach
into the buffer
if all of the following criteria are met.
a. The lot was platted
and recorded prior to August 1, 2000.
b. The lot area
is two acres or less.
c. The lot is adjacent
to the buffered surface waters.
d. The lot is not within a watershed
protection overlay, or the lot is within a watershed
protection overlay but was recorded prior to the effective date of the applicable watershed
protection overlay.
2. If documentation demonstrates the lot meets all of the above criteria, then a single-family
residence can encroach
into the buffer
with the following conditions:
a. The residence is set back the maximum feasible distance from the top of the bank, rooted herbaceous vegetation, normal high-water level, or normal water level, whichever is applicable, on the existing lot and designed to minimize encroachment
into the riparian buffer
;
b. The residence is set back a minimum of 30 feet landward of the top of the bank, rooted herbaceous vegetation, normal high-water level, or normal water level, whichever is applicable;
c. Stormwater
generated by new impervious surface
within the riparian buffer
is treated, and diffuse flow of stormwater
is maintained through the buffer
; and
d. If the residence will be served by an on-site wastewater system, no part of the septic tank or drain field shall encroach
into the riparian buffer
.
3. Prior to the issuance of a building permit
, a buffer
authorization is required for any encroachments
into the riparian buffer
.
Piping of streams
is prohibited except where necessary to accomplish a use that is authorized under paragraph 8.5.10, Uses, and approved as required.
Commentary: Approved piping is a use within an existing buffer
and the buffer
remains in effect. There is no gap in the buffer
, so buffer
requirements apply along the piped portion of the stream
.
A. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
B. No new clearing, grading
, or development
shall take place nor shall any new building
permits be issued in violation
of this section. Parties subject to this section shall abide by all state rules and laws regarding waters of the state including but not limited to 15A NCAC 2B .0230 and .0231, 15A NCAC 2H .0500, 15A NCAC 2H .1300, and Sections 401 and 404 of the Federal Water Pollution Control Act.
C. Buildings and other features that require grading
and construction shall be set back at least ten feet from the edge of the riparian buffer
. When an encroachment
into a riparian buffer
is permitted either by right, through required authorization, or from approval of a variance
, grading
and construction necessary for that encroachment
shall be allowed within the set back.
D. Any use authorized by this section shall be designed, constructed and maintained to minimize the amount of intrusion into the riparian buffer
and to minimize clearing, grading
, erosion
, water quality degradation, and damage to vegetation.
E. Where any use involves temporary land clearing, revegetation shall occur pursuant to an approved vegetation plan. Such plan shall include trees as specified under paragraph 9.2.3B.6, Mixing of Tree Species, and the Durham Landscape Manual, planted at a density
sufficient to provide 320 trees per acre at maturity with at least 50% of those trees having the potential of attaining a two and a half inch or greater dbh within seven years. All selected species must be native to the North Carolina Piedmont region.
An exempt use may occur without authorization provided it adheres to the limitations contained in the Table of Uses below. In addition, an exempt use shall be designed, constructed, maintained and monitored to minimize soil disturbance and maximize water quality protection.
An allowable use requires written authorization from the North Carolina Division of Water Resources, City, or County as appropriate and may occur following a finding of “no practical alternatives” and issuance of an Authorization Certificate pursuant to paragraph 8.5.10, No Practical Alternatives/Authorization Certificate.
An allowable with mitigation use requires written authorization from the North Carolina Division of Water Resources, City, or County as appropriate and may occur following a finding of “no practical alternatives” and issuance of an Authorization Certificate pursuant to paragraph 8.5.10, No Practical Alternatives/Authorization Certificate, and approval of a mitigation strategy pursuant to paragraph 8.5.11, Mitigation.
The following table sets out potential new uses within the riparian buffer
, or outside of the buffer
with impacts upon the buffer
, and categorizes them as exempt, allowable, or allowable with mitigation. The requirements for each category are contained in paragraph F, Use
Category Requirements, above. All uses not categorized as exempt, allowable, or allowable with mitigation are prohibited and may not occur within the riparian buffer
or outside of the riparian buffer
with impacts on the buffer
unless a variance
is obtained pursuant to paragraph 8.5.12, Variances. Uses include construction, monitoring, and maintenance activities.
Category | ||
|---|---|---|
Key (see paragraph 8.5.9F, Use | ||
Outside of the Neuse River Basin, access trails: pedestrian access trails leading to the surface water, docks, fishing piers, boat ramps, overlooks, viewpoints, and other water dependent activities: | ||
• Pedestrian access trails that are restricted to the minimum width practicable and do not exceed four feet in width of buffer | E | |
• Pedestrian access trails that exceed four feet in width of buffer | A | |
Airport | ||
• Airport | X | |
• Airport | X | |
• Outside of the Neuse River Basin, activities necessary to comply with FAA requirements (e.g. radar uses or landing strips).1 | A | |
Archaeological activities not covered by another specific use. | E | |
Bridges not covered by another specific use. | A | |
Outside of the Neuse River Basin, canoe access provided that installation and use does not result in removal of any tree and no impervious surface | E | |
Dam maintenance activities: | ||
• Dam maintenance activities that do not cause additional buffer | E | |
• Dam maintenance activities that do cause additional buffer | A | |
Drainage ditches, roadside ditches and stormwater | ||
• New stormwater | E | |
• Outside of the Neuse River Basin, realignment of existing roadside drainage ditches retaining the design dimensions, provided that no additional travel lanes are added and the minimum required roadway typical section is used based on traffic and safety considerations. | A | |
• New (or altered if outside of the Neuse River Basin) drainage ditches, roadside ditches and stormwater | A | |
• New drainage ditches, roadside ditches and stormwater | AM | |
Driveway | ||
• Driveway | A | |
• Driveway | A | |
• In a subdivision | A | |
• In a subdivision | AM | |
• Outside of the Neuse River Basin, driveway | AM | |
Fences: | ||
• Fences on single-family | X | |
• Fences on lands other than single-family | X | |
• Outside of the Neuse River Basin, fences provided that disturbance is minimized and installation results in removal of any tree. | X | |
Fertilizer application: one-time application only, to establish vegetation. | E | |
Forest harvesting as regulated by the State of North Carolina pursuant to 15A NCAC 02B .0233 and 15A NCAC 02B .0267. | Per State Regulation | |
Greenway / hiking trails designed, constructed and maintained to maximize nutrient removal and erosion | A | |
Historic preservation not covered by another specific use. | E | |
Landscaping of the outer 20 feet of a riparian buffer | E | |
Maintenance access on modified natural streams | A | |
Mining | ||
• Mining | A | |
• Mining | AM | |
• Wastewater or mining | E | |
Playground |
| |
• Playground | E | |
• Playground | X | |
Within the Neuse River Basin, ponds in natural drainage ways, excluding dry ponds; outside of the Neuse River Basin, ponds created by impounding streams | ||
• New ponds provided that a riparian buffer | A | |
• New ponds where a riparian buffer | AM | |
Protection of existing structures, facilities and stream | A | |
Railroad impacts other than crossings of streams | AM | |
Railroad crossings of streams |
| |
• Railroad crossings that impact equal to or less than 40 linear feet of riparian buffer | A | |
• Railroad crossings that impact greater than 40 linear feet but equal to or less than 150 linear feet or one-third of an acre of riparian buffer | A | |
• Railroad crossings that impact greater than 150 linear feet or one-third of an acre of riparian buffer | AM | |
Removal of previous fill or debris provided that diffuse flow is maintained and vegetation is restored. | A | |
Road | AM | |
Road | ||
• Road | A | |
• Road | A | |
• Road | AM | |
Outside of the Neuse River Basin, road | ||
• Less than or equal to 2,500 square feet of buffer | A | |
• Greater than 2,500 square feet of buffer | AM | |
Scientific studies and stream | E | |
Within the Neuse River Basin, stormwater | ||
• New stormwater | A | |
• New stormwater | AM | |
Outside of the Neuse River Basin, stormwater | ||
• Wet detention, bioretention, and constructed wetlands | AM | |
Streambank or, outside of the Neuse River Basin, shoreline stabilization. | A | |
Temporary roads | ||
• Less than or equal to 2,500 square feet of buffer | X | |
• Greater than 2,500 square feet of buffer | X | |
• Associated with culvert installation outside of the Neuse River Basin or bridge construction or replacement and not perpendicular to the stream | X | |
• Perpendicular to the stream | A | |
Temporary sediment | ||
• To control impacts associated with uses approved by the appropriate jurisdiction or that have received a variance | A | |
• In-stream temporary erosion | A | |
• In-stream temporary erosion | A | |
Utility, electric, aerial, perpendicular crossings of streams | ||
• Disturb equal to or less than 150 linear feet of riparian buffer | E | |
• Disturb greater than 150 linear feet of riparian buffer | A | |
Utility, electric, aerial, other than perpendicular crossings:2,3,5 | AM | |
Utility, electric, underground, perpendicular crossings:3,4,5 |
| |
• Disturb less than or equal to 40 linear feet of riparian buffer | E | |
• Disturb greater than 40 linear feet of riparian buffer | A | |
Utility, electric, underground, other than perpendicular crossings:1,4 | E | |
Utility, non-electric, perpendicular crossings of streams | ||
• Disturb equal to or less than 40 linear feet of riparian buffer | A | |
• Disturb equal to or less than 40 linear feet of riparian buffer | A | |
• Disturb greater than 40 linear feet but equal to or less than 150 linear feet of riparian buffer | A | |
• Disturb greater than 40 linear feet but equal to or less than 150 linear feet of riparian buffer | AM | |
• Disturb greater than 150 linear feet of riparian buffer | AM | |
Utility, non-electric, other than perpendicular crossings.1,4,5 | AM | |
Vegetation management, pursuant to applicable City or County guidelines. | ||
• Emergency fire control measures provided that topography is restored. | E | |
• Planting vegetation to enhance the riparian buffer | E | |
• Pruning forest vegetation provided that the health and function of the forest vegetation is not compromised. | E | |
• Removal of individual trees that are in danger of causing damage to dwellings, other structures or human life, or outside of the Neuse River Basin, are imminently endangering stability of the streambank. | E | |
• Outside of the Neuse River Basin, removal of individual trees that are dead, diseased or damaged. | E | |
• Removal of poison ivy. | E | |
• Removal of either 1) within the Neuse River Basin, understory nuisance vegetation, or 2) outside of the Neuse River Basin, invasive exotic vegetation, both as defined in: Smith, Cherri L. 1998. Exotic Plant Guidelines. Dept. of Environment and Natural Resources. Division of Parks and Recreation. Raleigh, NC. Guideline #30. | E | |
• Outside of the Neuse River Basin, vehicular access roads | A | |
• Water dependent structures as defined in 15A NCAC 02B .0202, including their installation, maintenance, use, and removal. | A | |
Water supply reservoirs: | ||
• New reservoirs where a riparian buffer | A | |
• New reservoirs where a riparian buffer | AM | |
Water wells |
| |
• Single family | E | |
• All other water wells. | A | |
Wetland | ||
• Wetland | E | |
• Wetland | A | |
Outside of the Neuse River Basin, wildlife passage structures. | A | |
1 Provided that: • No heavy equipment • Vegetation in undisturbed portions of the buffer • Felled trees are removed by chain. • No permanent felling of trees occurs in protected buffers or streams • Stumps are removed only by grinding. • At the completion of the project the disturbed area is stabilized with native vegetation. • The buffer 2 Provided that 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. • A minimum zone of 10 feet wide immediately adjacent • Woody vegetation shall be cleared by hand. No land grubbing or grading • Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain where trees are cut. • Riprap shall not be used unless it is necessary to stabilize a tower. • No fertilizer shall be used other than a one-time application to re-establish vegetation. • Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in which areas remain in a disturbed state. • Active measures shall be taken after construction and during routine maintenance to ensure diffuse flow of stormwater In wetlands 3 Provided that poles or aerial infrastructure, including towers, shall not be installed within 10 feet of a water body absent a no practical alternative evaluation. 4 Provided that 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. • Woody vegetation shall be cleared by hand. No land grubbing or grading • Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain, except in the trench where trees are cut. • Underground cables shall be installed by vibratory plow or trenching. • The trench shall be backfilled with the excavated soil material immediately following cable installation. • No fertilizer shall be used other than a one-time application to re-establish vegetation. • Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in which areas remain in a disturbed state. • Active measures shall be taken upon completion of construction and during routine maintenance to ensure diffuse flow of stormwater In wetlands 5 Perpendicular crossings are those that intersect the surface water at an angle between 75 degrees and 105 degrees. | ||
A. A person
who wishes to undertake a use designated as allowable or allowable with mitigation shall first submit a request for a “no practical alternatives” determination. Within the Neuse River Basin, the request shall be submitted to the North Carolina Division of Water Resources (Division). Outside of the Neuse River Basin, the request shall be submitted to the City or County as appropriate. In the request, the applicant shall certify that the project meets all of the following criteria:
1. The basic project purpose cannot be practically accomplished to better minimize disturbance, preserve aquatic life and habitat, and protect water quality;
2. The use cannot practically be reduced in size or density
, reconfigured or redesigned to better minimize disturbance, preserve aquatic life and habitat, and protect water quality; and
3. Best management practices shall be used if necessary to minimize disturbance, preserve aquatic life and habitat, and protect water quality.
B. The applicant shall also submit at least the following information:
1. The name, address and phone number of the applicant;
2. The nature of the activity to be conducted by the applicant;
3. The location of the activity, including the jurisdiction;
4. A map of sufficient detail to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimensions of the riparian buffers, and the location and dimensions of any disturbance in riparian buffers associated with the activity;
5. An explanation of why the activity cannot be practically accomplished, reduced or reconfigured to better minimize disturbance to the riparian buffer
, preserve aquatic life and habitat and protect water quality; and
6. Best management practices proposed to control the impacts associated with the activity.
C. Within 60 days of a complete submission, the appropriate jurisdiction (the Division acting pursuant to 15 NCAC 02B .0233 (8)) shall review the entire project and make a finding of fact as to whether the criteria in paragraph 1 above have been met. If they have, “no practical alternatives” has been established and the jurisdiction shall issue an Authorization Certificate. Failure to act within 60 days shall be construed as a finding of “no practical alternatives” and an Authorization Certificate shall be issued to the applicant. Outside of the Neuse River Basin, however, such 60-day deadline may be extended if one of the following occurs:
1. The applicant agrees, in writing, to a longer period;
2. The jurisdiction determines that the applicant requires an additional reasonable period of time in which to furnish requested information the jurisdiction deems necessary to its decision; or
3. The final decision is to be made pursuant to a public hearing.
D. The appropriate jurisdiction may attach conditions to an Authorization Certificate that support the purpose, spirit and intent of the state riparian buffer
protection program and/or this section.
E. Outside of the Neuse River Basin, the Authorization Certificate shall be denied if the applicant refuses access to its records or premises for the purposes of gathering information the appropriate jurisdiction deems necessary to its decision or if the jurisdiction determines that the applicant has failed to furnish requested information the jurisdiction deems necessary to its decision within the 60-day period or an additional period as authorized under paragraph C.2 above.
F. Despite the provisions of Section 2.4, Board of Adjustment, appeals
from Authorization Certificate determinations shall be to the Division Director, c/o the 401 Oversight Express Permitting Unit, or its successor, in writing. The Director’s decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
Mitigation is required where: 1) a person
wishes to undertake a use designated as allowable with mitigation and has obtained a “no practical alternatives” determination; and 2) a person
is required to perform mitigation as a condition of variance
approval under this section. Within the Neuse River Basin, the proposal shall be submitted to the North Carolina Division of Water Resources (Division), which shall proceed pursuant to 15A NCAC 02B .0242. Outside of the Neuse River Basin, the proposal shall be submitted to the City or County as appropriate, which shall proceed pursuant to this section as authorized under 15A NCAC 02B .0268.
The appropriate jurisdiction (the Division acting pursuant to 15 NCAC 02B .0242) shall issue a mitigation approval upon determining that a proposal meets the requirements of this section. Within the Neuse River Basin, the approval shall specify the required area and location of mitigation. Outside of the Neuse River Basin, the approval shall identify at a minimum the option chosen, the required and proposed areas, and the mitigation location or offset payment amount as applicable. As stated in paragraph 8.5.2, Applicability, compliance with this entire section is required even where State standards are less stringent. Within the Neuse River Basin, final review by the City or County shall occur after any State action is completed.
The mitigation requirement may be met through one of the following options:
1. Participation in a private compensatory mitigation bank in the same hydrologic area, as defined in NCGS 143.214(11), as the proposed impact that is approved by the NC Department of Environmental Quality;
2. Payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund pursuant to 15A NCAC 02B .0269 contingent upon acceptance of payments by the Division of Mitigation Services. This option is available to a nongovernment applicant only if option 1 is not available;
3. Donation of real property or of an interest in real property pursuant to paragraph D, Donation of Real Property, below to satisfy a compensatory mitigation fee in whole or in part;
4. Restoration or enhancement of a non-forested riparian buffer
pursuant to paragraph E, Riparian Buffer
Restoration or Enhancement, below; or
5. Construction of an alternative measure that reduces nutrient loading as well as or better than the riparian buffer
that is lost in the same river basin as the riparian buffer
that is lost and that is approved by the Division.
The appropriate jurisdiction shall determine the required area of mitigation as follows:
1. Add the following areas to determine the impacts in square feet to each portion of the riparian buffer
:
a. The area of the footprint of the use causing the impact to the riparian buffer
;
b. The area of the boundary of any clearing and grading
activities within the riparian buffer
necessary to accommodate the use; and
c. The area of any ongoing maintenance corridors within the riparian buffer
associated with the use; and
2. Apply the following multipliers to the impacts determined in paragraph 1 to each portion of the riparian buffer
:
a. Impacts to the inner 30 feet of the riparian buffer
shall be multiplied by three;
b. Impacts to the outer 20 feet of the riparian buffer
shall be multiplied by one and one-half; and
c. Impacts to wetlands
within those two portions of the riparian buffer
that are subject to mitigation under 15A NCAC 2H .0506 shall comply with the mitigation ratios in 15A NCAC 2H .0506.
1. Within the Falls Reservoir Watershed
, mitigation shall be located within the Upper Falls Watershed
, as defined in 15A NCAC 2B.0275 and .0276, and the same distance from, or closer to, the Upper Falls Reservoir, as defined in 15A NCAC 2B.0275 and .0276, as the proposed impact, and as close to the location of the impact as feasible. Alternatively, mitigation may be located anywhere within the Upper Falls Watershed
provided that the mitigation proposal accounts for differences in delivery of nutrients to the Upper Falls Watershed
resulting from differences between the locations of the buffer
impact and mitigation.
2. Within the Jordan Reservoir Watershed
, mitigation shall be located within the same subwatershed, as defined in 15A NCAC 02B.0262, and the same distance from, or closer to, the reservoir as the proposed impact, and as close to the location of the impact as feasible. Alternatively, the applicant may propose mitigation anywhere within the same subwatershed, as defined in 15A NCAC 02B.0262, provided that the mitigation proposal accounts for differences in delivery of nutrients to the affected arm of the reservoir resulting from differences between the locations of the buffer
impact and mitigation.
3. In any location, mitigation of riparian buffer
loss in the watershed
of a drinking water supply shall be performed in the watershed
of that drinking water supply and as may be further limited by the North Carolina Environmental Management Commission.
Additional location requirements for the property donation option are enumerated in paragraph D, Donation of Property, below.
1. Donation of real property interests that meet the requirements listed below may partially or fully satisfy payment of a compensatory mitigation fee to the Riparian Buffer
Restoration Fund, calculated pursuant to 15A NCAC 02B .0269. The value of the property interest shall be determined by an appraisal performed in accordance with paragraph 4 below. The donation shall satisfy the mitigation requirement if the appraised value of the donated property interest is equal to or greater than the required fee. If the appraised value of the donated property interest is less than the required fee, the applicant shall pay the balance.
2. A conservation easement
shall be accepted only if it is granted in perpetuity.
3. Any property interest shall be accepted only if it meets all of the following requirements:
a. In addition to the location requirements of paragraph C, Mitigation Location, above, the property shall be located within an area that is identified as a priority for restoration in, or is otherwise consistent with the goals of, the Division’s Basinwide Wetlands
and Riparian Restoration Plan (within the Neuse River Basin) or its Basinwide Wetlands
and Riparian Restoration Plan for the Cape Fear River Basin (outside of the Neuse River Basin), both developed
pursuant to NCGS 143-214.10;
b. The property shall contain riparian buffers not currently protected by the State’s riparian buffer
protection program that are in need of restoration as defined in paragraph E.4 below;
c. The restorable riparian buffer
on the property shall have a minimum length of 1000 linear feet along a surface water and a minimum width of 50 feet measured horizontally on a line perpendicular to the surface water;
d. The size of the restorable riparian buffer
on the property shall equal or exceed the area of mitigation responsibility determined under paragraph B above;
e. Outside of the Neuse River Basin, restoration shall not require removal of man-made structures or infrastructure. Within the Neuse River Basin, the property shall not require excessive measures for successful restoration, such as removal of structures or infrastructure, and restoration of the property shall be fully capable of offsetting the adverse impacts of the requested use;
f. The property shall be suitable to be successfully restored, based on existing hydrology, soils, and vegetation;
g. The estimated cost of restoring and maintaining the property shall not exceed the value of the property minus site identification and transaction costs;
h. The property shall not contain any building
, structure
, object, site, or district that is listed in the National Register of Historic Places established pursuant to Public Law 89-665, 16 U.S.C. 470 as amended;
i. The property shall not contain any hazardous substance or solid waste
;
j. The property shall not contain structures or materials that present health or safety problems to the general public. If wells, septic, water or sewer connections exist, they shall be filled, remediated or closed at the expense of the applicant or donor in accordance with state and local health and safety regulations;
k. The property and adjacent
properties shall not have prior, current, or known future land use that would inhibit the function of the restoration effort; and
l. The property shall not have any encumbrances or conditions on the transfer of the property interests.
4. At the expense of the applicant or donor, the following information shall be submitted to the appropriate jurisdiction with any proposal for donation or dedication
of interest in real property:
a. Documentation that the property meets the requirements laid out in paragraph E.3 below;
b. US Geological Survey 1:24,000 (7.5 minute) scale topographic map, county tax map, USDA Natural Resource Conservation Service County Soil Survey Map, and county road
map showing the location of the property along with information on existing site conditions, vegetation types, and existing structures and easements
;
c. A current property survey performed in accordance with the procedures of the North Carolina Department of Administration, State Property Office
as identified by the State Board of Registration for Professional Engineers and Land Surveyors in "Standards of Practice for Land Surveying in North Carolina";
d. A current appraisal of the value of the property performed in accordance with the procedures of the North Carolina Department of Administration, State Property Office
as identified by the Appraisal Board in the "Uniform Standards of Professional North Carolina Appraisal Practice"; and
e. A title certificate.
Mitigation through riparian buffer
restoration or enhancement shall meet the following requirements:
1. The applicant may restore or enhance a non-forested riparian buffer
if either of the following applies:
a. The area of riparian buffer
restoration is equal to the required area of mitigation determined pursuant to paragraph B, Mitigation Area, above; or
b. The area of riparian buffer
enhancement is three times larger than the required area of mitigation determined pursuant to paragraph B, Mitigation Area, above;
2. The location of the riparian buffer
restoration or enhancement shall comply with the requirements of paragraph C, Mitigation Location, above;
3. The riparian buffer
restoration or enhancement site shall have a minimum width of 50 feet measured horizontally on a line perpendicular to a vertical line marking the top of the bank for a stream
or the normal water level for a pond, lake, or reservoir;
4. Outside of the Neuse River Basin, enhancement and restoration shall each have the objective of establishing a forested riparian buffer
. Enhancement shall be distinguished from restoration based on existing buffer
conditions. Where existing trees are sparse, meaning greater than or equal to 100 trees per acre but less than 200 trees per acre, a buffer
shall be enhanced. Where existing woody vegetation is absent, meaning less than 100 trees per acre, a buffer
shall be restored;
5. The applicant shall first receive an Authorization Certificate for the proposed use according to the requirements of paragraph 8.5.11, No Practical Alternatives/Authorization Certificate. The applicant shall then submit a restoration or enhancement plan to the City or County as appropriate. The restoration or enhancement plan shall contain the following:
a. A map of the proposed restoration or enhancement site;
b. A vegetation plan. The vegetation plan shall include trees as specified under paragraph 9.2.3B.6, Mixing of Tree Species, and the Durham Landscape Manual, planted at a density
sufficient to provide 320 trees per acre at maturity with at least 50% of those trees having the potential of attaining a two and a half inch or greater dbh within seven years. All selected species must be native to the North Carolina Piedmont region;
c. A grading
plan. The site shall be graded
in a manner to ensure diffuse flow through the riparian buffer
;
d. A fertilization plan; and
e. An implementation schedule;
6. Within one year after restoration or enhancement plan approval, the applicant shall present proof to the appropriate jurisdiction that the riparian buffer
has been restored or enhanced. If proof is not presented within this timeframe, the applicant shall be in violation
of both the State and local riparian buffer
protection programs;
7. The mitigation area shall be placed under a perpetual conservation easement
that provides for protection of the property’s nutrient removal functions;
8. The applicant shall submit annual reports for a period of five years after the restoration or enhancement showing that the trees planted have survived and that diffuse flow through the riparian buffer
has been maintained. The applicant shall replace trees that do not survive and restore diffuse flow if needed during that five-year period.
A person
who wishes to undertake a prohibited use shall first submit a request for a minor or major variance
to the appropriate jurisdiction as stated below. A minor variance
is required for any activity that impacts only the outer 20 feet of a riparian buffer
. A major variance
is required for any activity that impacts any portion of the inner 30 feet of a riparian buffer
. Such variances
are separate from variances
authorized under Sec. 3.14, Variance
.
Pursuant to 15 NCAC 02B .0233 (9), a minor variance
request shall be submitted to the North Carolina Division of Water Resources (Division) for review and decision. The Division may attach conditions to approval that support the purpose, spirit and intent of the riparian buffer
protection program. Appeal
from the Division decision shall be to the Office
of Administrative Hearings.
Pursuant to 15 NCAC 02B .0233 (9)(c), a major variance
request shall be submitted to the Division for initial review. If the Division determines that the request meets the requirements of paragraph 3, Variance
Requirements, below, it shall submit preliminary findings to the NC Environmental Management Commission c/o the Division of Water Resources, 401 Oversight Express Permitting Unit, or its successor. Within 90 days after receipt by the Director of a complete application, the Commission shall approve, approve with conditions or stipulations, or deny the request. Upon and in accordance with the Commission’s decision, the Division shall issue a final decision granting, granting subject to conditions or stipulations, or denying the major variance
. Appeal
from either the initial Division determination or the Commission decision shall be to the Office
of Administrative Hearings.
Pursuant to 15 NCAC 02B .0233 (9)(a), the Division shall make a finding of fact as to whether the following requirements have been met:
a. There are practical difficulties or unnecessary hardships that prevent compliance with the strict letter of the riparian buffer
protection requirements; Practical difficulties or unnecessary hardships shall be evaluated in accordance with the following:
(1) If the applicant complies with the provisions of this section, he/she can secure no reasonable return from, nor make reasonable use of, his/her property. Merely proving that the variance
would permit a greater profit from the property shall not be considered adequate justification for a variance
. Moreover, the Division shall consider whether the variance
is the minimum possible deviation from the terms of this section that shall make reasonable use of the property possible;
(2) The hardship results from application of this section to the property rather than from other factors such as deed restrictions or other hardship;
(3) The hardship is due to the physical nature of the applicant’s property, such as its size, shape, or topography, which is different from that of neighboring property;
(4) The applicant did not cause the hardship by knowingly or unknowingly violating
this section; and
(5) The hardship is unique to the applicant’s property, rather than the result of conditions that are widespread. If other properties are equally subject to the hardship created in the restriction, then granting a variance
would be a special privilege denied to others, and would not promote equal justice;
b. The variance
is in harmony with the general purpose and intent of this section and preserves its spirit; and
c. In granting the variance
, the public safety and welfare have been assured, water quality has been protected, and substantial justice has been done.
A minor variance
request shall be submitted to the City or County as appropriate for review and decision. The City or County may attach conditions to approval that support the purpose, spirit and intent of the riparian buffer
protection program and this section. Despite the provisions of Section 2.4, Board of Adjustment, appeal
from the City or County decision shall be to the Division Director, c/o the 401 Oversight Express Permitting Unit, or its successor. The Director’s decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
A major variance
request shall be submitted to the City or County as appropriate for initial review. If the City or County determines that the request meets the requirements of paragraph 3, Variance
Requirements, below, it shall submit preliminary findings to the North Carolina Environmental Management Commission c/o the Division of Water Resources, 401 Oversight Express Permitting Unit, or its successor. Within 90 days after receipt by the City or County of a complete application, the Commission approves, approves with conditions and stipulations, or denies the request. Despite the provisions of Section 2.4, Board of Adjustment, appeal
from the initial City or County determination or the Commission decision shall be to Superior Court.
The City or County shall make the following three findings of fact in order to determine that the variance
requirements are met:
a. There are practical difficulties or unnecessary hardships that prevent compliance with the riparian buffer
protection requirements. The following criteria must all be met in order to make such finding:
(1) If the applicant complies with the provisions of this section, he/she can secure no reasonable return from, nor make reasonable use of, his/her property. Merely proving that the variance
would permit a greater profit from the property shall not be considered adequate justification for a variance
. Moreover, the variance
shall be the minimum possible deviation from the terms of this Ordinance that shall make reasonable use of the property possible;
(2) The hardship results from application of this section to the property rather than from other factors such as deed restrictions or other hardship;
(3) The hardship is due to the physical nature of the applicant’s property, such as its size, shape, or topography, such that compliance with provisions of this section would not allow reasonable use of the property;
(4) The applicant did not cause the hardship by knowingly or unknowingly violating
this Ordinance; and
(5) The hardship is rare or unique to the applicant’s property.
b. The requested variance
is in harmony with the general purpose, spirit and intent of the state riparian buffer
protection requirements and/or this section; and
c. In granting the variance
, the public safety and welfare have been assured, water quality has been protected, and substantial justice has been done.
A. A reservoir buffer
shall be maintained from the normal pool of each water supply reservoir as shown in the table below, except that the buffer
requirement of this section shall not apply to land that does not naturally drain to that reservoir. If the land around any reservoir does not naturally drain to that reservoir, the riparian buffer
requirements of Sec. 8.5, Riparian Buffer Protection Standards, shall apply.
Reservoir | Buffer |
|---|---|
Lake Michie | 250 feet |
Little River Reservoir | 250 feet |
Jordan Reservoir | 250 feet1 |
Falls Reservoir | 250 feet1 |
B. Reservoir buffers shall remain in natural undisturbed vegetation, except for intrusions allowed pursuant to Sec. 8.5, Riparian Buffer Protection Standards.
A. At the request of a property owner
, the governing body may reduce the reservoir buffer
requirements through the issuance of a Major Special Use
Permit, pursuant to Sec. 3.9, Special Use Permit, whenever it determines that:
1. The reservoir buffer
would result in exceptional hardship, depriving the property owner
of all reasonable use of the property.
2. The proposed intrusion into the reservoir buffer
is the minimum amount necessary to relieve that exceptional hardship.
The maximum reduction permitted is to the riparian buffer
width required under Sec. 8.5, Riparian Buffer Protection Standards.
B. In making its determination, the governing body shall consider topography, erosion
potential, and the size of the parcel
, in addition to the review factors specified in paragraph 3.9.8, Criteria for Approval or Major and Minor Special Use
Permits.
1. In all Watershed
Protection Overlays, except F/J-B and E-B, the minimum lot sizes indicated in the following table shall be applied in all new subdivisions
unless the subdivision
uses the cluster provision in accordance with Sec. 6.7, Cluster Subdivision, or the conservation subdivision
provisions of paragraph 6.2.4, Conservation Subdivision.
Minimum Lot Size
Overlay | Rural Tier | Rural Tier – | Suburban Tier |
|---|---|---|---|
M/LR-A | 3 acres |
| 20,000 square feet |
M/LR-B | 3 acres | 1 acre | 20,000 square feet |
F/J-A | 3 acres |
| 1 acre |
E-A; E-A(2) | Not Applicable | 20,000 square feet | |
2. In the F/J-B and E-B overlays, developers
of single-family
subdivisions
shall comply with the requirements of the underlying zoning district.
1. Any development
in a Watershed
Protection Overlay shall be subject to limits on the amount of impervious surfaces
permitted in accordance with the following table. Development
plans, site plans
, preliminary plats
, and final plats
shall clearly identify the amount of existing and proposed impervious surfaces
.
Overlay | |||
|---|---|---|---|
M/LR-A | 6% | Not permitted | |
M/LR-B | Rural Tier | 6% | Not permitted |
12% | 24% | ||
F/J-A | Within one-half mile of the normal pool: six percent; Between one-half and one mile from the normal pool: nine percent | Not permitted in the Rural Tier. 40%, for all areas not in the Rural Tier and for those uses allowed in Sec. 4.11.4, Nonresidential Land Use Nonresidential Land Use | |
F/J-B, E-B | 24% | 70% | |
E-A; E-A(2) | 24% | Not permitted | |
2. The impervious surface
limit provisions of this section can be exceeded through an impervious surface
credit transfer. Credit for the impervious surfaces
allowed on one or more parcels
(“donor parcels
”) can be transferred to non-contiguous parcels
(“receiving parcels
”), such that the amount of impervious surface
available for a development
project would be the total of what is normally allowed on the receiving parcel
plus what is transferred from the donor parcel
(s). Impervious surface
credit transfer is subject to the following provisions:
a. The donor parcel
and receiving parcel
shall be located within the same water supply watershed
.
b. The impervious surface
credit transfer shall not be from a donor parcel
in Area B to a receiving parcel
in Area A, or from a donor parcel
in an F/J-A area with a nine percent limit to a receiving parcel
in an F/J-A area with a six percent limit.
c. The portion of the donor parcel
which is restricted from development
as part of the impervious surface
credit transfer shall remain in a vegetated or natural state or used for crop
production or pasture provided that best management practices (BMPs) as developed
by the Soil and Water Conservation District are utilized. The portion of the donor site restricted from development
shall be protected from all future development
through use of a permanent conservation easement
in favor of either:
(1) Durham County or the City of Durham; or
(2) A land trust or similar conservation-oriented non-profit organization with legal authority to accept such easements
(the organization shall be bona fide and in perpetual existence and the conveyance instruments shall contain an appropriate provision for retransfer to the County or City, as appropriate, in the event the organization becomes unable to carry out its functions). If the entity accepting the easement
is not the County or City, then a third right of enforcement favoring the County or City, as appropriate, shall be included in the easement
.
d. The impervious surface
credit transfer shall be reviewed and approved through use of the final plat
process pursuant to Sec. 3.6, Subdivision Review, or the site plan
process pursuant to Sec. 3.7, Site Plan Review, as applicable.
e. The donor parcel
shall be deemed appropriate for acceptance by the County or City, as appropriate, under the Durham County Review Criteria for Acceptance of Conservation Easements
for Impervious Surface
Transfer.
Where development
proposes intensity greater than the maximum authorized by the Low Density Option
, engineered stormwater
controls shall be used to control stormwater runoff
from the first inch of rainfall in order to meet water quality concerns.
1. Unless otherwise approved, ownership of the engineered stormwater
controls shall remain with the property owner
or a property owner
's association, which shall be responsible for the continued care and maintenance of such controls.
2. Engineered stormwater
controls shall be designed and constructed in accordance with standards and specifications established by the City Public Works Director or County Engineer, or their designees, as appropriate.
3. Except as allowed in paragraph c below, no building permit
shall be issued for a site proposed for development
, until:
a. The City Public Works Director or County Engineer, or their designees, as appropriate, has approved plans and specifications for the proposed engineered stormwater
controls and the property owner
has entered into an Agreement and Covenants or Operation and Maintenance Agreement with the City or County, as appropriate, in accordance with the terms established by either the City Public Works Director or County Engineer, or their designees, as appropriate; and
b. The property owner
has posted a performance bond, other surety instrument, or other payment satisfactory to the City or County, as appropriate, in an amount determined by the City Public Works Director or County Engineer, or their designees, as appropriate to assure construction, maintenance, repair, and/or reconstruction necessary for adequate performance of the engineered stormwater
controls.
c. For office
, institutional, commercial, industrial, and multifamily
projects, building
permits may be issued; but construction drawing approval, or water or sewer permit approval, shall be withheld until compliance with paragraphs a and b above.
d. The Agreement and Covenants or Operation and Maintenance Agreement required under paragraph a, above, may be required prior to site plan
or preliminary plat
approval.
4. No certificate of compliance
shall be issued for any structure
constructed within a site proposed for development
, other than as allowed below, until the City Public Works Director or County Engineer, or their designees, as appropriate, has approved construction of the engineered stormwater
controls and after review and approval of submitted “as-built” drawings. Notwithstanding this requirement, the Stormwater
Division of the City may allow for delay in approval of construction of stormwater
controls and submission and approval of as-built drawings for single family
housing, duplexes, townhouses
, and detached rowhouses) and other developments
requiring multiple certificates of occupancy in accordance with adopted policies of the City.
Riparian buffers are required in accordance with Sec. 8.5, Riparian Buffer Protection Standards.
Wastewater treatment facilities shall be allowed if approved by the State of North Carolina. Individual on-site ground absorption systems shall be permitted, subject the State of North Carolina, as applicable.
a. Except in the Rural Tier, public and private sanitary sewer lines, force mains, and pump stations shall be permitted within all Watershed
Protection Overlays. Public and private pump stations shall be equipped with the following safety features:
(1) Battery-backed alarm systems activated by pump failure or power outage, connected by an automatic dialer to a 24-hour maintenance service approved by the City Public Works Director or County Engineer, or their designees, as appropriate.
(2) Provision for connection of a portable generator. The City Public Works Director or County Engineer, or their designees, as appropriate, may require the pump station to be equipped with on-site, stand-by power.
b. Within the Rural Tier, new public or private sanitary sewer lines or outfalls, including necessary force mains and pump stations, may be permitted within the Watershed
Protection Overlays subject to City Council or Board of Commissioners approval, as appropriate:
(1) To serve an existing use or structure
for which a health hazard has been documented by the County Health Department or the State of North Carolina; or
(2) If associated with a wastewater treatment facility permitted pursuant to paragraph 1, Wastewater Treatment, above.
c. In considering such extensions, all reasonable alternatives shall be considered prior to a decision to extend the sewer services. All service connections, installed in accordance with the North Carolina Plumbing Code, shall be permitted only in accordance with Article III, Water and Sewer Main Extensions, of Chapter 70, Utilities, of the Durham City Code.
1. Prior to site plan
approval, an Emergency Contingency Plan shall be prepared and submitted through the Planning Department to the Durham County Fire Marshall and the Water Management Director for review and approval. The Emergency Contingency Plan shall be prepared in accordance with the requirements in the Superfund Amendments and Reauthorization Act (SARA), Title III and shall be updated annually. In addition, the Emergency Contingency Plan shall include:
a. A site plan
showing buildings and the locations of points of storage, transfer and use of nuclear and hazardous materials
;
b. A list of nuclear and hazardous materials
kept on-site in any quantities;
c. The location of spill control valves on any bridges and causeways; and
d. The person
responsible for on-site spill control and containment, and the appropriate means of contacting that person
on a 24-hour basis.
2. Any container or tank used to store hazardous materials
shall be equipped with leak detection devices and shall be double-walled or have other secondary containment features.
3. Points of storage, transfer and use of substantial quantities
of hazardous materials
shall be protected by a dike or comparable containment structure
, constructed of a material resistant to hazardous material
the dike or structure
is designed to contain. The dike or structure
shall be sized to handle at least the maximum amount of material to be stored or used and shall be constructed and installed in a manner to exclude rainwater and stormwater runoff
.
4. All floor drains that could collect hazardous materials
shall be connected to a corrosion resistant tank or catch basin sized to handle the maximum amount of hazardous material
to be stored or used. These floor drains shall not be open to the site's natural drainage system and discharges to the site's storm drainage system or to adjacent
surface waters shall be prohibited.
5. Points of storage, transfer and use of hazardous or nuclear materials
shall have roof coverage.
All development
within Watershed
Protection Overlays shall be subject to the restrictions in this section, with the following exceptions:
For the purposes of this section, existing development
shall be considered to include any impervious surfaces
constructed before January 1, 1994. All new uses and activities and all expansions of previously-existing uses and activities shall conform to paragraph 4.11.4, Nonresidential Land Use Restrictions and paragraph 8.7.2, General Requirements.
New construction
and additions to existing residential buildings on single-family
residential lots recorded prior to January 1, 1994 shall be constructed in accordance with the watershed
protection regulations, if any, in effect at the time the lot was created. In Rural Villages
, as defined on the Future Land Use
Map of the Durham Comprehensive Plan
, such lots shall use the current standards or those in effect at the time the lot was created, whichever is less restrictive.
Proposed development
projects not in the Rural Tier, and in F/J-B or E-B overlays involving less than one acre cumulatively, of land disturbing activity
shall be exempt from the stormwater
control requirements indicated in this Section.
Any development
utilizing the High Density Option
within the F/J-A overlay shall require site plan
approval by the appropriate governing body.
Neither the City nor the County shall extend the Urban or Suburban Tier boundaries further into the M/LR-A or F/J-A overlays.
The primary purpose for the slope protection standards is to minimize grading
, land instability and the removal of vegetation in order to:
A. Protect the quality of wetlands
and water courses below the slope from increased sedimentation
;
B. Protect steep slope plant and animal habitat from disturbance and development
; and
C. Preserve the aesthetic quality of the natural terrain.
Notwithstanding the requirements of this section, steep slopes for purposes of sedimentation
and erosion
control are defined in paragraph12.10.4B, Stabilization of Disturbed Land, and regulated under Sec. 3.8, Sedimentation
and Erosion
Control, and Sec. 12.10, Sedimentation
and Erosion
Control.
1. Steep slope areas refer to natural grades
and shall not include man-made grades
.
2. Slope is the relationship of vertical rise to horizontal run, expressed as a percentage.
a. Except in the CSD District, steep slope areas shall be defined as land areas that:
(1) Have a grade
of 25% or more;
(2) Have an area of 5,000 square feet or greater; and
(3) Are located within 200 feet of any floodway fringe
or perennial stream
or within 100 feet of an intermittent stream
.
b. In the CSD District, steep slope areas shall be defined as land areas that:
(1) Have a grade
of 15% or more;
(2) Have an area of 2,500 square feet or greater; and
(3) Are located within 200 feet of any floodway fringe
or perennial stream
or within 100 feet of an intermittent stream
.
B. Slope calculations shall use the smallest contour interval for which maps are available. Steep slope areas shall be determined irrespective of tract
boundaries.
C. Steep slope areas shall be clearly indicated on all site plans
, development
plans, preliminary plats
and final plats
. When a property owner
or developer
believes that the presence or location of a steep slope area is different than what is shown on the appropriate topographic map, the property owner
or developer
shall provide a field survey to determine the location or presence of the moderate or steep slope area for purposes of meeting the requirements of this section.
Development
and land disturbing activity
on steep slope areas shall be conducted only in accordance with the following requirements. Compliance with these requirements shall be determined by the approving authority.
A. The grade
of reconstructed slopes shall not exceed 50%.
1. Except in the CSD District, on any tract
proposed for construction, no more than 15% of the steep slope area on the tract
shall be graded
. For purposes of this calculation, the land areas of individual steep slope areas on the tract
shall be added together to establish the total steep slope area for the tract
.
2. In the CSD District, on any tract
proposed for construction, no steep slope area shall be graded
. The only allowed disturbance shall be:
a. Unpaved walking paths and foot trails constructed with minimal disturbance of tree roots and existing vegetation; and
b. No tree six inches dbh or greater shall be removed for the construction of the trail.
C. Land disturbance solely for the purpose of any public right-of-way
shall be exempt from the steep slope area grading
limits of this section.
A. Except in Design Districts, the amount of land designated as steep slopes shall be credited for residential density
at a rate of 15% of that allowed by the zoning, except as otherwise allowed in this Ordinance.
B. Within Design Districts, density
credits for steep slopes shall be governed by the provisions in Article 16.
C. The portions of steep slope areas located within required riparian buffers shall be given 100% credit.
The primary purpose of the wetlands
protection standards is to conserve and maintain natural wetlands
in an undisturbed vegetated state in order to provide storage of stormwater runoff
, minimize degradation of preserved wetlands
from the impacts of adjacent
development
, improve water quality and preserve plant and wildlife habitat.
The City and County acknowledge the pre-eminence of the Federal and State governments with regard to the identification and regulation of wetlands
. Accordingly, the standards contained within this section shall not duplicate the requirements of the US Army Corps of Engineers (the Corps) or the North Carolina Department of Environmental Quality (DEQ), Division of Water Resources (Division), but shall require the buffering of wetland
areas, identified by these agencies
, on development
plans, site plans
, preliminary plats
, final plats
, and as otherwise required under Sec. 8.5, Riparian Buffer Protection Standards.
A. A wetland
buffer
shall not be required for any wetland
approved for dredging or filling under a Section 404 Permit issued by the Corps or a Section 401 Water Quality Certification issued by the Division.
B. A wetland
buffer
shall not be required for wetland
areas associated with man-made ponds unconnected to intermittent or perennial streams
or to man-made drainage ditches.
C. A wetland
buffer
shall be required for any wetland
area one acre or greater in size.
Wetland
buffers shall be governed by Sec. 8.5, Riparian Buffer Protection Standards, except where it may conflict with this section, in which case this section applies.
Sites listed in the Durham County Inventory
of Important Natural Areas, Plants and Wildlife, which in the case of a conflict may be superseded or supplemented by more current information from the North Carolina Heritage Program as determined by the Planning Director, are protected through a series of development
standards, including, but not limited to:
A. Site plan
review procedure in Sec. 3.7;
B. Special use permits in Sec. 3.9;
C. Conservation subdivisions
in paragraph 6.2.4;
D. Open space
in Sec. 7.2; and
E. Tree protection and tree coverage in Sec. 8.3.