Sec. 12.10. Sedimentation and Erosion Control

12.10.1. Purposes

A. This Section is adopted for the purposes of:

1. Regulating private, non-exempt land-disturbing activity to control accelerated erosionClosed and sedimentationClosed in order to prevent the pollution of water and other damage to lakes, watercoursesClosed and other public and private property by sedimentationClosed; and

2. Establishing procedures through which these purposes can be fulfilled.

B. No personClosed shall undertake any land-disturbing activity without first obtaining a permit from the SedimentationClosed and ErosionClosed Control OfficerClosed or designee as required by this section.

12.10.2. Applicability

A. Exemptions

The following activities do not require a permit under this section:

1. Land-disturbing activities for the purpose of fighting fires;

2. Land-disturbing activities that are less than 12,000 square feet in surface area. In determining the area, lands under one or diverse ownership being developedClosed as a unit will be aggregated. Notwithstanding this provision, an erosion control planClosed and/or permit may be required by the SedimentationClosed and ErosionClosed Control OfficerClosed or designee when off-site damage is occurring, or if the potential for off-site damage exists. Additionally, this section may apply when the applicant, or a parentClosed, subsidiaryClosed, or other affiliateClosed of the applicant has engaged in any activity enumerated in paragraph 3.8.7, Disapproval of Plan;

3. Agricultural Exemption

As set forth in NCGS § 113A-52.01, land-disturbing activities relating or incidental to the production of cropsClosed, grains, fruits, vegetables, ornamental and flowering plants, dairy, livestockClosed, poultry, and all other forms of agriculture undertakenClosed on agricultural land for the production of plants and animals useful to man, including but not limited to:

a. Forage and sod cropsClosed, grain and feed cropsClosed, tobacco, cotton and peanuts;

b. Dairy animals and dairy products;

c. Poultry and poultry products;

d. LivestockClosed, including beef cattle, llamas, sheep, swine, horses, ponies, mules or goats, including the breeding and grazing of any or all such animals;

e. Bees and apiary products;

f. Fur animals; and

g. Mulch, ornamental plants, and other horticultural products. For purposes of this section, “mulch” means substances composed primarily of plant remains or mixtures of such substances;

4. Land-disturbing activities undertakenClosed on forest land for the production and harvesting of timber and timber products and which are conducted in accordance with best management practices set out in Forest Practice Guidelines Related to Water Quality, as adopted by the North Carolina Department of Agriculture and Consumer Services. If land-disturbing activity undertakenClosed on forestland for the production and harvesting of timber and timber products is not conducted in accordance with Forest Practice Guidelines Related to Water Quality, the provisions of this Article shall apply to such activity and any related land-disturbing activity;

5. Land-disturbing activities undertakenClosed by personsClosed as defined in NCGS § 113A-52(8) who are otherwise regulated by the provisions of the MiningClosed Act of 1971, NCGS § 74-46 – 74-68;

6. Land-disturbing activities over which the state has exclusive regulatory jurisdiction as provided in NCGS § 113A-56(a);

7. Land-disturbing activities undertakenClosed for the duration of an emergency, activities essential to protect human life;

8. Activities undertakenClosed to restore the wetlandClosed functions of converted wetlandsClosed to provide compensatory mitigation to offset impacts permitted under Section 404 of the Clean Water Act; and

9. Activities undertakenClosed pursuant to Natural Resources Conservation Service standards to restore the wetlandsClosed functions of converted wetlandsClosed as defined in Title 7 Code of Federal Regulations Sec. 12.2 (January 1, 2014 Edition).

B. Plan Required

Subject to the exemptions listed in subsection 12.10.2, a sedimentationClosed and erosion control planClosed shall be required for any land-disturbing activity within the County, including the City, if more than 20,000 aggregate square feet will be disturbed, or if 12,000 or more aggregate square feet will be disturbed in a M/LR-A, M/LR-B, F/J-A, E-A, or E-A(2) watershedClosed protection overlay district. The SedimentationClosed and ErosionClosed Control OfficerClosed or designee may also require a plan for any land-disturbing activity if it determines that off-site damage is occurring or the potential for off-site damage exists. A plan may also be required when the applicant, or a parentClosed, subsidiaryClosed, or other affiliateClosed of the applicant, has engaged in any activity listed in paragraph 3.8.7, Disapproval of Plan.

 

Less than 12,000 s.f.

12,000 s.f. to
20,000 s.f.

More than 20,000 s.f.

Plan

MR

MR(*R)

R

Permit

MR

R

R

MR – May be required when off-site damage is occurring, the potential for off-site damage exists, or if the applicant or a parentClosed, subsidiaryClosed, or other affiliateClosed of the applicant has engaged in any activity enumerated in paragraph 3.8.7, Disapproval of Plan.

R – Required.

*R – Required in a Lake Michie/Little River Critical Area (M/LR-A), Lake Michie/Little River Protected Area (M/LR-B), Falls/Jordan Critical Area (F/J-A) and Eno River Critical Areas (E-A; E-A(2)).

 

C. Protection of Property

PersonsClosed conducting land-disturbing activity shall take all reasonable measures to protect all public and private property from damage caused by such activity.

D. More Restrictive Rules Shall Apply

Whenever conflicts exist between federal, State or local laws, ordinances or rules, the more restrictive provision shall apply.

12.10.3. Basic Control Objectives

In order for a sedimentationClosed and erosion control planClosed to be approved, the following control objectives shall be met:

A. Identify Critical Areas

On-site areas which are subject to severe erosionClosed, and off-site areas which are especially vulnerable to damage from erosionClosed and/or sedimentationClosed, are to be identified and receive special attention;

B. Limit Time of Exposure

All land-disturbing activity is to be planned and conducted to limit exposure to the shortest feasible time;

C. Limit Exposed Areas

All land-disturbing activity is to be planned and conducted to minimize the size of the area to be exposed at any one time;

D. Control Surface Water

Surface water runoffClosed originating upgrade of exposed areas shall be controlled to reduce erosionClosed and sedimentClosed loss during the period of exposure;

E. Control Sedimentation

All land-disturbing activity is to be planned and conducted so as to restrain off-site sedimentationClosed damage; and

F. Manage Stormwater Runoff

When the increase in the velocity of stormwater runoffClosed resulting from a land-disturbing activity is sufficient to cause accelerated erosionClosed of the receiving watercourseClosed, plans are to include measures to control the velocity at the point of discharge so as to minimize accelerated erosionClosed of the site and increased sedimentationClosed of the streamClosed.

12.10.4. Mandatory Standards for Land-Disturbing Activity

No land-disturbing activity shall occur except in accordance with the mandatory standards listed below. Except where more stringent standards are specified in this Ordinance, the technical standards and specifications contained in the North Carolina ErosionClosed and SedimentClosed Control Planning and Design Manual shall also apply. In addition, for land-disturbing activities greater than or equal to one acre, requirements within the most recent version of the State of North Carolina General Permit No. NCG010000 shall apply.

A. Buffer Zones

Except where more stringent bufferClosed requirements are specified in Article 8, Environmental Protection, and/or Article 9, Landscaping and Buffering, the following requirements shall apply;

1. No land-disturbing activity during periods of construction or improvement to land shall be permitted in proximity to a lake or natural watercourseClosed unless a buffer zoneClosed is provided along the margin of the watercourseClosed of sufficient width to confine visible siltationClosed within the 25% of the buffer zoneClosed nearest the land-disturbing activity. This subsection shall not apply to a land-disturbing activity in connection with the construction of facilities to be located on, over or under a lake or natural watercourseClosed; and

2. Unless otherwise provided, the width of a buffer zoneClosed is measured from the top of the bank nearest edge of the disturbed area, with the 25% of the strip nearer the land-disturbing activity containing natural or artificial means of confining visible siltationClosed.

3. Two rows of silt fence shall be placed along all bufferClosed zones. Rows should be spaced a minimum of three (3) feet apart.

B.   Stabilization of Disturbed Land

The angle for disturbed land shall be no greater than the angle which can be retained by vegetative cover or other adequate erosionClosed control devices or structures.

1. Ongoing Activity
a. Ground Cover

Land left exposed shall be planted or otherwise provided with temporary ground coverClosed, devices, or structures sufficient to restrain erosionClosed within the applicable time period after completion of any phase of gradingClosed or period of inactivity as follows: seven days for a steep slope; 10 days for a moderate slope; 14 days for land with no slope or inclination. For purposes of this section, a moderate slope means an inclined area, the inclination of which is less than or equal to three units of horizontal distance to one unit of vertical distance; and a steep slope means an inclined area, the inclination of which is greater than three units of horizontal distance to one unit of vertical distance. No other criteria apply.

Commentary:  The moderate and steep slope definitions in this section are mandated by State law (S.L. 2009-486) for sedimentationClosed and erosionClosed control purposes. This steep slope definition differs from the steep slope definition under UDO Sec. 8.8, Steep Slope Protection Standards, which is otherwise applicable throughout the UDO.

b. Soil Stockpiles

Soil stockpiles shall be limited to the shorter of 30 feet above existing gradeClosed or half the height of adjacentClosed existing mature tree cover. Stockpiles shall be wrapped in two rows of silt fence, and groundcover shall be planted in accordance with this section. Stockpile slopes shall be 2:1 or flatter.

2. Completed Activity

For any area of land-disturbing activity where gradingClosed activities have been completed, temporary or permanent ground coverClosed sufficient to restrain erosionClosed shall be provided as soon as practicable, but in no case later than seven days after completion of gradingClosed.

C. Stabilization of Sedimentation and Erosion Control Devices

Whenever land-disturbing activity exceeds 12,000 square feet, the personClosed conducting the land-disturbing activity shall install such sedimentationClosed and erosionClosed control devices and practices as are sufficient to retain the sedimentClosed generated by the land-disturbing activity within the boundaries of the tractClosed during construction upon and developmentClosed of such tractClosed, and shall plant or otherwise provide a temporary ground coverClosed sufficient to restrain erosionClosed generated by such devices and practices within seven days.

D. ErosionClosed and sedimentationClosed control measures, structures and devices shall be so planned, designed and constructed as to provide protection from the calculated maximum peak of runoffClosed from the 25-year storm. RunoffClosed rates shall be calculated using the procedures in the USDA, Soil Conservation Service's "National Engineering Field Manual for Conservation Practices," or other calculation procedures acceptable to the SedimentationClosed and ErosionClosed Control OfficerClosed or designee.

E. Each sedimentClosed basin or trap in the Suburban or Rural Tier shall have a minimum volume of 3,600 cubic feet per acre of disturbed area and a minimum surface area of 435 square feet per cfs of Q25 (25-year storm) peak inflow. Each sedimentClosed basin or trap in the Downtown, Compact Neighborhood, or Urban Tier shall have a minimum volume of 1,800 cubic feet per acre of disturbed area and a minimum surface area of 325 square feet per cfs of Q25 peak inflow. A skimmer shall be used in each sedimentClosed basin or trap. If the temporary sedimentClosed basin or trap is to be converted to a permanent stormwaterClosed control measure and the volume is greater than that of the temporary basin, the larger of the two shall be used, unless approved in writing by the Durham County ErosionClosed Control OfficeClosed.

F. SedimentClosed basins and traps shall be designed and constructed such that the basin will have a settling efficiency of at least 70% for the 40-micron (0.04mm) size soil particle transported into the basin by the runoffClosed of that two-year storm that producesClosed the maximum peak rate of runoffClosed as calculated according to procedures in the United States Department of Agriculture Soil Conservation Service's "National Engineering Field Manual for Conservation Practices" or according to procedures adopted by any other agencyClosed of the State or the United States or any generally recognized organization or association.

G. SedimentClosed basins and traps shall not be installed in perennial or intermittent streamsClosed.

H. Existing ponds and lakes shall not be used as sedimentClosed basins or traps.

I. DeveloperClosed shall retain control of permitted area, including sedimentClosed basins or traps, until permit has been closed. For commercial sites, sold outparcelsClosed shall be permitted separately.

J. Newly constructed open channels shall be designed and constructed with side slopes no steeper than two horizontal to one vertical if a vegetative cover is used for stabilization, unless soil conditions permit steeper slopes or where the slopes are stabilized by using mechanical devices, structural devices or other acceptable ditch liners. In any event, the angle for side slopes shall be sufficient to restrain accelerated erosionClosed.

K. Additional areas may be added per the criteria enumerated in this section only if the basin or trap is properly installed and maintained.

L. In high quality water HQW zonesClosedes, Lake Michie/Little River Critical Area (M/LR-A), Lake Michie/Little River Protected Area (M/LR-B), Falls/Jordan Critical Area (F/J-A), Eno River Critical Areas (E-A; E-A(2)), and Third Fork Creek WatershedClosed, uncoveredClosed areas shall be limited at any time to a maximum total area of 20 acres. In high quality water HQW zonesClosedes, only the portion of the land-disturbing activity within a HQW zone shall be governed by this section. Larger areas within HQW may be uncoveredClosed with the written approval of the Director of DEQ, Division of Energy, Mineral and Land Resources. Larger areas within all other zones may be uncoveredClosed with the written approval of the Durham County ErosionClosed Control OfficeClosed.

M. Triassic Soil Specific Requirements

Triassic soils do not respond as well to conventional erosionClosed control measures as listed within this ordinance and projects with underlying Triassic soils are thus subject to the following additional requirements:

1. Flocculants shall be used onsite in accordance with the requirements of Section 12.10.4N.

2. SedimentClosed basins and traps shall have a minimum volume of 5,400 cubic feet per acre of disturbed area and shall be designed so as to dewater in a minimum of 4 days.

3. Moderate and steep slopes shall be stabilized by either matting or hydroseeding in order to more rapidly provide groundcover.

N. Flocculants

Flocculants are chemicals that can cause fine particles to combine and settle in detained runoffClosed. When used in conjunction with sedimentClosed basins or traps, they can reduce sedimentClosed in discharge leaving a site. The use of flocculants, where not required by Section 12.10.4M, is recommended in land disturbing activityClosed. When used, the following requirements apply:

1. A flocculant application plan shall be included on the erosion control planClosed, including:

a. Type of Flocculant to be used including manufacturer and supplier;

b. Site-specific dosing systems;

c. Location(s) of flocculant application; and

d. Identification of the individual and/or position responsible for dosing and monitoring of flocculant usage.

2. Soil samples should be obtained from areas where flocculants will be used, and samples should be screenedClosed using jar tests with multiple flocculants to select the appropriate flocculant. Jar testing can be performed by the contractorClosed or flocculant supplier.

3. Only flocculants listed on the NCDEQ website as an approved product for use in North Carolina shall be used.

4. Flocculant applied in solid form should be evaluated and re-applied if needed after every rainfall event that is equal to or exceeds 0.5 inches.

5. Flocculants shall not be applied directly to surface waters.

6. Flocculants shall be applied upstream of a sedimentClosed basin, trap, or other pooling device such as silt fence.

7. The use of flocculants does not alter the requirements for site stabilization. Sites should be stabilized as soon as possible using conventional methods to minimize the need to use flocculants.

Commentary: Additional information on the use of chemical treatment of construction site stormwaterClosed can be found at: https://cals.ncsu.edu/crop-and-soil-sciences/extension/publications/ (scroll down from top to find ErosionClosed, SedimentClosed, and Turbidity Control section).

12.10.5. Permanent Downstream Protection of Stream Banks, Channels and Slopes

A. Intent

StreamClosed banks and channels downstream from any land-disturbing activity shall be protected from increased degradation by accelerated erosionClosed caused by increased velocity of runoffClosed from the land-disturbing activity.

B. Performance Standard

The land-disturbing activity shall be planned and conducted such that the velocity of stormwater runoffClosed in the receiving watercourseClosed at the point of discharge resulting from a 25-year storm after developmentClosed shall not exceed the greater of:

1. The velocity specified according to the soil type in the following table, for a point of discharge into a receiving watercourseClosed with bare soil or rock banks or bed;

Materials

Maximum Permissible Velocities

Name

Description

FPS1

MPS2

Fine Sand (noncolloidal)

Cecil fine sandy loam, Pinkston fine sandy loam

2.5

0.8

Sand Loam (noncolloidal)

Appling sandy loam, Creedmoor sandy loam, Helena sandy loam, Mayodan sandy loam, Wedowee sandy loam, Wilkes sandy loam, White shore sandy loam

2.5

0.8

Silt Loam (noncolloidal)

Georgeville silt loam, Herndon silt loam, Lignum silt loam, Roanoke silt loam

3.0

0.9

Ordinary Firm Loam

Iredell loam, Mecklenburg loam, Wahee loam, Davidson clay loam, White Store clay loam-eroded

3.5

1.1

Fine Gravel

 

5.0

1.5

Stiff Clay (very colloidal)

Iredell-Urban land complex, White Store-Urban land complex, Mayodan-Urban land complex

5.0

1.5

GradedClosed, Loam to Cobbles (noncolloidal)

Tatum gravelly silt loam, Nason stony silt loam, Goldston slaty (channery) silt loam

5.0

1.5

GradedClosed, Silt to Cobbles (colloidal)

 

5.5

1.7

Alluvial Silts (noncolloidal)

Wehadkee silt loam, Congaree silt loam, Chewacla silt loam, Cartecay silt loam

3.5

1.1

Alluvial Silts (colloidal)

 

5.0

1.5

Coarse Gravel (noncolloidal)

 

6.0

1.8

Cobbles and shingles

 

5.5

1.7

Shales and Hard Pans

 

6.0

1.8

1  FPS:  Feet per second 

2  MPS:  Meters per second

 

2. The velocity specified according to the type of vegetation and depth of flow in the following table, for a point of discharge into a vegetated receiving watercourseClosed; or

Vegetatively Protected WatercoursesClosed and Point of StormwaterClosed Discharge

Group No.

Vegetation

Depth of
Flow (feet)

Maximum Permissible Velocity

1

Bermudagrass

up to 1

greater than 1

4

6

2

Reed canarygrass; Kentucky bluegrass

up to 1

greater than 1

3

6

3

Grass and legumes, mixed; Weeping lovegrass

up to 1

greater than 1

3

4

4

Annuals: Annual lespedeza (KOBE); Sudangrass

Small grain: (Rye, Oats, barley); Ryegrass

up to 1

greater than 1

2.5

2.5

Notes Do not use vegetative protection on longitudinal parallel to flow slopes steeper than 10% except for side slopes. Annuals: use only as temporary protection until permanent cover is established.

 

3. The velocity in the receiving watercourseClosed determined for the ten-year stormClosed prior to developmentClosed.

C. If the conditions enumerated in paragraph B, Performance Standard, of this subsection cannot be met, the channel below the discharge pointClosed shall be designed and constructed to withstand the expected velocity.

D. Slope Protection

When soils with slopes as indicated in the following table, occur between a point of stormwaterClosed discharge and the next confluence of concentrated stormwater runoffClosed, such areas, on- or off-site, shall be protected from accelerated erosionClosed by diverting the stormwaterClosed discharge from those soil surfaces. Diversion may include the provision of piped, paved or armored storm drainage facilitiesClosed.

Critical Soils of Durham County

ApC

Appling sandy loam

6-10% slopes

CfC

Cecil fine sandy loam

6-10% slopes

CrC

Creedmoor sandy loam

6-10% slopes

DaD

Davidson clay loam

6-10% slopes

GeC

Georgeville silt loam

6-10% slopes

GeD

Georgeville silt loam

10-15% slopes

GIE

Goldston slaty silt loam

10-25% slopes

GIF

Goldston slaty silt loam

25-45% slopes

GrC

Granville sandy loam

6-10% slopes

Gu

Gullied land

Clayey materials

HeC

Helena sandy loam

6-10% slopes

HrC

Herndon silt loam

6-10% slopes

HsC

Herndon stony silt loam

2-10% slopes

IrC

Iredell loam

6-10% slopes

IyC

Iredell-Urban land complex

6-10% slopes

MfC

Mayodan sandy loam

6-10% slopes

MfD

Mayodan sandy loam

10-15% slopes

MfE

Mayodan sandy loam

15-25% slopes

MrC

Mayodan-Urban land complex

0-10% slopes

MrD

Mayodan-Urban land complex

10-15% slopes

MuC

Mecklenburg loam

6-10% slopes

NaD

Nason silt loam

10-15% slopes

NaE

Nason silt loam

15-25% slopes

NoD

Nason stony silt loam

10-15% slopes

PfC

Pinkston fine sandy loam

2-10% slopes

PfE

Pinkston fine sandy loam

10-25% slopes

TaE

Tatum gravelly silt loam

15-25% slopes

Ur

Urban land

 

WmD

Wedowee sandy loam

10-25% slopes

WmE

Wedowee sandy loam

15-25% slopes

WsC

White Store sandy loam

6-10% slopes

WsE

White Store sandy loam

10-25% slopes

WvC2

White Store clay loam

2-10 % slopes, eroded

WvE2

White Store clay loam

10-25% slopes, eroded

WwC

White Store-Urban land complex

0-10% slopes

WwE

White Store-Urban land complex

10-25% slopes

WxE

Wilkes sandy loam

10-25% slopes

 

E. Acceptable Management Measures

Measures applied alone or in combination to satisfy the intent of this section are acceptable if there are no objectionable secondary consequences. The State SedimentationClosed Control Commission recognizes that the management of stormwater runoffClosed to minimize or control downstream channel and bank erosionClosed is a developingClosed technology. Innovative techniques and ideas will be considered and may be used when shown to have the potential to produceClosed successful results. Some alternatives are to:

1. Avoid increases in surface runoffClosed volume and velocity by including measures to promote infiltration to compensate for increased runoffClosed from areas rendered impervious;

2. Avoid increases in stormwaterClosed discharge velocities by using vegetated or roughened swales and waterways in lieu of closed drains and high velocity paved sections;

3. Provide energy dissipatersClosed at outlets of storm drainage facilitiesClosed to reduce flow velocities at the point of discharge. These may range from simple rip-rapped sections to complex structures; and

4. Protect watercoursesClosed subject to accelerated erosionClosed by improving cross sections and/or providing erosionClosed-resistant lining.

F. Exceptions

This section shall not apply where it can be demonstrated, to the satisfaction of the SedimentationClosed and ErosionClosed Control OfficerClosed or designee that stormwaterClosed discharge velocities will not create an erosionClosed problem in the receiving watercoursesClosed.

12.10.6. Borrow and Waste Areas

When the personClosed conducting the land-disturbing activity is also the personClosed conducting the borrowClosed or wasteClosed disposalClosed activity, areas from which borrowClosed is obtained and which are not regulated by the provisions of the MiningClosed Act of 1971, and wasteClosed areas for surplus materials other than landfills regulated by the State Department of Environmental Quality’s Division of Solid WasteClosed Management, shall be considered as part of the land-disturbing activity where the borrowClosed material is being used or from which the wasteClosed material originated. When the personClosed conducting the land-disturbing activity is not the personClosed obtaining the borrowClosed and/or disposing of the wasteClosed, these areas shall be considered a separate land-disturbing activity. The name and location of any borrowClosed and/or wasteClosed areas shall be provided to the Durham County ErosionClosed Control OfficeClosed upon request.

12.10.7. Access and Haul Roads

Temporary access and haul roadsClosed, other than public roadsClosed, constructed or used in connection with any land-disturbing activity shall be considered a part of such activity.

12.10.8. Operations in Lakes or Natural Watercourses

Land-disturbing activity in connection with construction in, on, over, or under a lake or natural watercourseClosed shall minimize the extent and duration of disruption of the streamClosed channel. Where relocation of a streamClosed forms an essential part of the proposed activity, the relocation shall minimize unnecessary changes in the streamClosed flow characteristics.

12.10.9. Responsibility for Maintenance

During the developmentClosed of a site, the personClosed conducting the land-disturbing activity shall install and maintain all temporary and permanent erosionClosed and sedimentationClosed control measures as required by the North Carolina SedimentationClosed Pollution Control Act of 1973, as amended, and all rules and orders adopted pursuant to it (the Act), this section, rules or orders adopted or issued pursuant to this section or the Act, or an approved sedimentationClosed and erosion control planClosed. After site developmentClosed, the land ownerClosed or personClosed in possession or control of the land shall install and/or maintain all necessary permanent erosionClosed and sedimentClosed control measures, except those measures installed within a roadClosed or street right-of-wayClosed or easementClosed accepted for maintenance by a governmental agencyClosed.

12.10.10. Self-Inspections

Where inspections are required by paragraph 3.8.6, Self-Inspections, the following apply:

A. The personClosed who performs the inspection shall make a record of the site inspection by documenting the following items:

1. All of the erosionClosed and sedimentationClosed control measures, practices and devices, as called for in a construction sequence consistent with the approved erosionClosed and sedimentationClosed control plan, including but not limited to sedimentationClosed control basins, sedimentationClosed traps, sedimentationClosed ponds, rock dams, temporary diversions, temporary slope drains, rock check dams, sedimentClosed fence or barriers, all forms of inlet protection, storm drainage facilitiesClosed, energy dissipatersClosed, and stabilization methods of open channels, have initially been installed and do not significantly deviate (as defined in paragraph 12.10.10A.5) from the locations, dimensions and relative elevations shown on the approved erosionClosed and sedimentationClosed plan. Such documentation shall be accomplished by initialing and dating each measure or practice shown on a copy of the approved erosionClosed and sedimentationClosed control plan or by completing, dating and signingClosed an inspection report that lists each measure, practice or device shown on the approved erosionClosed and sedimentationClosed control plan. This documentation is required only upon the initial installation of the erosionClosed and sedimentationClosed control measures, practices and devices as set forth by the approved erosionClosed and sedimentationClosed control plan or if the measures, practices and devices are modified after initial installation;

2. The completion of any phase of gradingClosed for all gradedClosed slopes and fills shown on the approved erosionClosed and sedimentationClosed control plan, specifically noting the location and condition of the gradedClosed slopes and fills. Such documentation shall be accomplished by initialing and dating a copy of the approved erosionClosed and sedimentationClosed control plan or by completing, dating and signingClosed an inspection report;

3. The location of temporary or permanent ground coverClosed, and that the installation of the ground coverClosed does not significantly deviate (as defined in paragraph 12.10.10A.5) from the approved erosionClosed and sedimentationClosed control plan. Such documentation shall be accomplished by initialing and dating a copy of the approved erosionClosed and sedimentationClosed control plan or by completing, dating and signingClosed an inspection report;

4. That maintenance and repair requirements for all temporary and permanent erosionClosed and sedimentationClosed control measures, practices and devices have been performed. Such documentation shall be accomplished by completing, dating and signingClosed an inspection report (the general stormwaterClosed permit monitoring form may be used to verify the maintenance and repair requirements); and

5. Any significant deviations from the approved erosionClosed and sedimentationClosed control plan, corrective actions required to correct the deviation and completion of the corrective actions. Such documentation shall be accomplished by initialing and dating a copy of the approved erosionClosed and sedimentationClosed control plan or by completing, dating and signingClosed an inspection report. A significant deviation means an omission, alteration or relocation of an erosionClosed or sedimentationClosed control measure that prevents the measure from performing as intended.

B. The documentation, whether on a copy of the approved erosionClosed and sedimentationClosed control plan or an inspection report, shall include the name, address, affiliation, telephone number, and signature of the personClosed conducting the inspection and the date of the inspection. Any relevant licenses and certifications may also be included. Any documentation of inspections that occur on a copy of the approved erosionClosed and sedimentationClosed control plan shall occur on a single copy of the plan and that plan shall be made available on the site. Any inspection reports shall also be made available on the site.

C. The inspection shall be performed during or after each of the following phases of a plan:

1. Installation of perimeter erosionClosed and sedimentClosed control measures;

2. Clearing and grubbing of existing ground coverClosed;

3. Completion of any phase of gradingClosed of slopes or fills that requires provision of temporary or permanent ground coverClosed pursuant to NCGS § 113A-57(2);

4. Completion of storm drainage facilitiesClosed;

5. Completion of construction or developmentClosed; and

6. Quarterly until the establishment of permanent ground coverClosed sufficient to restrain erosionClosed or until the financially responsible party has conveyed ownership or control of the tractClosed of land for which the erosionClosed and sedimentationClosed control plan has been approved and the agencyClosed that approved the plan has been notified. If the financially responsible party has conveyed ownership or control of the tractClosed of land for which the erosionClosed and sedimentationClosed control plan has been approved, the new ownerClosed or personClosed in control shall conduct and document inspections quarterly until the establishment of permanent ground coverClosed sufficient to restrain erosionClosed.

12.10.11. Additional Measures

Whenever the SedimentationClosed and ErosionClosed Control OfficerClosed, or designee, determines that significant sedimentationClosed is occurring as a result of land-disturbing activity, despite application and maintenance of protective practices, the personClosed conducting the land-disturbing activity will be required to and shall take the additional protective action directed.