Title of Regulation: 9VAC25-840. Erosion and Sediment Control Regulations (adding 9VAC25-840-10 through 9VAC25-840-110).

Statutory Authority: § 62.1-44.15:52 of the Code of Virginia.

Effective Date: October 23, 2013.

Agency Contact: William K. Norris, Department of Environmental Quality, 629 East Main Street, P.O. Box 1105, Richmond, VA 23218, telephone (804) 698-4022, FAX (804) 698-4347, TTY (804) 698-4021, or email william.norris@deq.virginia.gov.

Summary:

The amendments reflect changes made by Chapters 756 and 793 of the 2013 Acts of Assembly regarding the transfer of erosion and sediment control regulations from the Virginia Soil and Water Conservation Board to the State Water Control Board. These conforming amendments change the chapter and section numbers so that the regulation appears under the State Water Control Board in the Virginia Administrative Code and update the agency name, Code of Virginia citations, and Virginia Administrative Code cross references to reflect the change in administration of the program from the Department of Conservation and Recreation and Virginia Soil and Water Conservation Board to the Department of Environmental Quality and the State Water Control Board. In addition, the amendments (i) add a provision delegating certain authority of the State Water Control Board to the Director of the Department of Environmental Quality; (ii) stipulate that erosion and sediment control reviews coordinate with other State Water Control Board reviews in order to avoid redundancy for the regulant; and (iii) make other clarifying changes.

CHAPTER 30 840
EROSION AND SEDIMENT CONTROL REGULATIONS

4VAC50-30-10. 9VAC25-840-10. Definitions.

The following words and terms when used in this chapter, shall have the following meanings unless the context clearly indicates otherwise. In addition, some terms not defined herein are defined in § 10.1-560 62.1-44.15:51 of the Erosion and Sediment Control Law.

"Act" means the Erosion and Sediment Control Law, Article 2.4 (§ 10.1-560 62.1-44.15:51 et seq.) of Chapter 5 3.1 of Title 10.1 62.1 of the Code of Virginia.

"Adequate channel" means a watercourse that will convey the designated frequency storm event without overtopping its banks or causing erosive damage to the bed, banks and overbank sections of the same.

"Agreement in lieu of a plan" means a contract between the VESCP authority and the owner that specifies conservation measures that must be implemented in the construction of a single-family residence; this contract may be executed by the VESCP authority in lieu of an erosion and sediment control plan.

"Applicant" means any person submitting an erosion and sediment control plan or an agreement in lieu of a plan for approval or requesting the issuance of a permit, when required, authorizing land-disturbing activities to commence.

"Board" means the Virginia Soil and Water Conservation State Water Control Board.

"Causeway" means a temporary structural span constructed across a flowing watercourse or wetland to allow construction traffic to access the area without causing erosion damage.

"Channel" means a natural stream or manmade waterway.

"Cofferdam" means a watertight temporary structure in a river, lake, etc., for keeping the water from an enclosed area that has been pumped dry so that bridge foundations, dams, etc., may be constructed.

"Dam" means a barrier to confine or raise water for storage or diversion, to create a hydraulic head, to prevent gully erosion, or to retain soil, rock or other debris.

"Denuded" means a term applied to land that has been physically disturbed and no longer supports vegetative cover.

"Department" means the Department of Conservation and Recreation Environmental Quality.

"Development" means a tract or parcel of land developed or to be developed as a single unit under single ownership or unified control which is to be used for any business or industrial purpose or is to contain three or more residential dwelling units.

"Dike" means an earthen embankment constructed to confine or control water, especially one built along the banks of a river to prevent overflow of lowlands; levee.

"Director" means the Director of the Department of Conservation and Recreation Environmental Quality.

"District" or "soil and water conservation district" means a political subdivision of the Commonwealth organized in accordance with the provisions of Article 3 (§ 10.1- 506 et seq.) of Chapter 5 of Title 10.1 of the Code of Virginia.

"Diversion" means a channel with a supporting ridge on the lower side constructed across or at the bottom of a slope for the purpose of intercepting surface runoff.

"Dormant" refers to means denuded land that is not actively being brought to a desired grade or condition.

"Energy dissipator" means a nonerodible structure which reduces the velocity of concentrated flow to reduce its erosive effects.

"Erosion and Sediment Control Plan" or "plan" means a document containing material for the conservation of soil and water resources of a unit or group of units of land. It may include appropriate maps, an appropriate soil and water plan inventory and management information with needed interpretations, and a record of decisions contributing to conservation treatment. The plan shall contain all major conservation decisions and all information deemed necessary by the plan-approving authority to assure that the entire unit or units of land will be so treated to achieve the conservation objectives.

"Flume" means a constructed device lined with erosion-resistant materials intended to convey water on steep grades.

"Live watercourse" means a definite channel with bed and banks within which concentrated water flows continuously.

"Locality" means a county, city or town.

"Natural stream" means nontidal waterways that are part of the natural topography. They usually maintain a continuous or seasonal flow during the year and are characterized as being irregular in cross-section with a meandering course. Constructed channels such as drainage ditches or swales shall not be considered natural streams.

"Nonerodible" means a material, e.g., riprap, concrete, plastic, etc., that will not experience surface wear due to natural forces.

"Person" means any individual, partnership, firm, association, joint venture, public or private corporation, trust, estate, commission, board, public or private institution, utility, cooperative, county, city, town or other political subdivision of the Commonwealth, governmental body, including a federal or state entity as applicable, any interstate body, or any other legal entity.

"Post-development" refers to means conditions that may be reasonably expected or anticipated to exist after completion of the land development activity on a specific site or tract of land.

"Program administrator" means the person or persons responsible for administering and enforcing the erosion and sediment control program of a VESCP authority.

"Pre-development" refers to means conditions at the time the erosion and sediment control plan is submitted to the VESCP authority. Where phased development or plan approval occurs (preliminary grading, roads and utilities, etc.), the existing conditions at the time the erosion and sediment control plan for the initial phase is submitted for approval shall establish pre-development conditions.

"Sediment basin" means a temporary impoundment built to retain sediment and debris with a controlled stormwater release structure.

"Sediment trap" means a temporary impoundment built to retain sediment and debris which is formed by constructing an earthen embankment with a stone outlet.

"Sheet flow" (also called overland flow) means shallow, unconcentrated and irregular flow down a slope. The length of strip for overland flow usually does not exceed 200 feet under natural conditions.

"Shore erosion control project" means an erosion control project approved by local wetlands boards, the Virginia Marine Resources Commission, the Virginia Department of Environmental Quality department, or the United States Army Corps of Engineers and located on tidal waters and within nonvegetated or vegetated wetlands as defined in Title 28.2 of the Code of Virginia.

"Slope drain" means tubing or conduit made of nonerosive material extending from the top to the bottom of a cut or fill slope with an energy dissipator at the outlet end.

"Stabilized" means land that has been treated to withstand normal exposure to natural forces without incurring erosion damage.

"Storm sewer inlet" means a structure through which stormwater is introduced into an underground conveyance system.

"Stormwater detention" means the process of temporarily impounding runoff and discharging it through a hydraulic outlet structure to a downstream conveyance system.

"Temporary vehicular stream crossing" means a temporary nonerodible structural span installed across a flowing watercourse for use by construction traffic. Structures may include bridges, round pipes or pipe arches constructed on or through nonerodible material.

"Ten-year storm" means a storm that is capable of producing rainfall expected to be equaled or exceeded on the average of once in 10 years. It may also be expressed as an exceedence exceedance probability with a 10% chance of being equaled or exceeded in any given year.

"Two-year storm" means a storm that is capable of producing rainfall expected to be equaled or exceeded on the average of once in two years. It may also be expressed as an exceedence exceedance probability with a 50% chance of being equaled or exceeded in any given year.

"Twenty-five-year storm" means a storm that is capable of producing rainfall expected to be equaled or exceeded on the average of once in 25 years. It may also be expressed as exceedence exceedance probability with a 4.0% chance of being equaled or exceeded in any given year.

"Virginia Erosion and Sediment Control Program" or "VESCP" means a program approved by the board that has been established by a VESCP authority for the effective control of soil erosion, sediment deposition, and nonagricultural runoff associated with a land-disturbing activity to prevent the unreasonable degradation of properties, stream channels, waters, and other natural resources and shall include such items where applicable as local ordinances, rules, permit requirements, annual standards and specifications, policies and guidelines, technical materials, and requirements for plan review, inspection, enforcement where authorized in this article, and evaluation consistent with the requirements of the Act and this chapter.

"Virginia Erosion and Sediment Control Program authority" or "VESCP authority" means an authority approved by the board to operate a Virginia Erosion and Sediment Control Program. An authority may include a state entity, including the department; a federal entity; a district, county, city, or town; or for linear projects subject to annual standards and specifications, electric, natural gas and telephone utility companies, interstate and intrastate natural gas pipeline companies, railroad companies, or authorities created pursuant to § 15.2-5102 of the Code of Virginia.

4VAC50-30-20. 9VAC25-840-20. Purpose.

The purpose of this chapter is to form the basis for the administration, implementation and enforcement of the Act. The intent of this chapter is to establish the framework for compliance with the Act while at the same time providing flexibility for innovative solutions to erosion and sediment control concerns.

4VAC50-30-30. 9VAC25-840-30. Scope and applicability.

A. This chapter sets forth minimum standards for the effective control of soil erosion, sediment deposition, and nonagricultural runoff that must be met:

1. In VESCPs adopted under § 10.1-562 62.1-44.15:54 of the Act;

2. In erosion and sediment control plans that may be submitted directly to the department pursuant to § 10.1-563 62.1-44.15:55 A of the Act;

3. In annual general erosion and sediment control standards and specifications that electric, natural gas, and telephone utility companies, interstate and intrastate natural gas pipeline companies, and railroad companies are required to file, and authorities created pursuant to § 15.2-5102 of the Code of Virginia may file with the department pursuant to § 10.1-563 62.1-44.15:55 D of the Act;

4. In erosion and sediment control plans or annual standards and specifications that state agencies are required to file with the department pursuant to § 10.1-564 62.1-44.15:56 of the Act; and

5. In erosion and sediment control plans or annual standards and specifications that federal agencies may submit to the department pursuant to § 10.1-564 62.1-44.15:56 of the Act.

B. The submission of annual standards and specifications to the department does not eliminate the need where applicable for a project specific Erosion and Sediment Control Plan.

C. In accordance with Item 360 I1 of Chapter 3 of the 2012 Virginia Acts of Assembly, Special Session 1, public institutions of higher education, including community colleges, colleges, and universities, shall be subject to project review and compliance for state erosion and sediment control requirements by the VESCP authority of the locality within which the land-disturbing activity is located, unless such institution submits annual specifications to the Department of Conservation and Recreation department in accordance with § 10.1-564 62.1-44.15:56 A (i) of the Code of Virginia.

D. Any VESCP authority that administers a VESCP may charge applicants a reasonable fee to defray the costs of program administration. Such fee may be in addition to any fee charged for administration of a Virginia stormwater management program, although payment of fees may be consolidated in order to provide greater convenience and efficiency for those responsible for compliance with the programs. A VESCP authority shall hold a public hearing prior to establishing a schedule of fees. The fee shall not exceed an amount commensurate with the services rendered, taking into consideration the time, skill, and the VESCP authority's expense involved.

4VAC50-30-40. 9VAC25-840-40. Minimum standards.

A VESCP must be consistent with the following criteria, techniques and methods:

1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.

2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site.

3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion.

4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place.

5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.

6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin.

a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres.

b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized.

7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.

8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure.

9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.

10. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment.

11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel.

12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials.

13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided.

14. All applicable federal, state and local chapters requirements pertaining to working in or crossing live watercourses shall be met.

15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.

16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:

a. No more than 500 linear feet of trench may be opened at one time.

b. Excavated material shall be placed on the uphill side of trenches.

c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property.

d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.

e. Restabilization shall be accomplished in accordance with this chapter.

f. Applicable safety chapters requirements shall be complied with.

17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities.

18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation.

19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels:

a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed.

b. Adequacy of all channels and pipes shall be verified in the following manner:

(1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or

(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks.

(b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and

(c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system.

c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall:

(1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or

(2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances;

(3) Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or

(4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion.

d. The applicant shall provide evidence of permission to make the improvements.

e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project.

f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance.

g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel.

h. All on-site channels must be verified to be adequate.

i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.

j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations.

k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state.

l. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 10.1-562 62.1-44.15:54 or 10.1-570 62.1-44.15:65 of the Act.

m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 10.1-561 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 10.1-603.2 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land-disturbing activities are in accordance with 4VAC50-60-48 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Permit Regulations.

n. Compliance with the water quantity minimum standards set out in 4VAC50-60-66 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19 subdivision 19 of this subsection.

4VAC50-30-50. 9VAC25-840-50. Variances.

The VESCP authority may waive or modify any of the chapters requirements that are deemed inappropriate or too restrictive for site conditions, by granting a variance. A variance may be granted under these conditions:

1. At the time of plan submission, an applicant may request a variance to become part of the approved erosion and sediment control plan. The applicant shall explain the reasons for requesting variances in writing. Specific variances which are allowed by the VESCP authority shall be documented in the plan.

2. During construction, the person responsible for implementing the approved plan may request a variance in writing from the VESCP authority. The VESCP authority shall respond in writing either approving or disapproving such a request. If the VESCP authority does not approve a variance within 10 days of receipt of the request, the request shall be considered to be disapproved. Following disapproval, the applicant may resubmit a variance request with additional documentation.

3. The VESCP authority shall consider variance requests judiciously, keeping in mind both the need of the applicant to maximize cost effectiveness and the need to protect off-site properties and resources from damage.

4VAC50-30-60. 9VAC25-840-60. Maintenance and inspections.

A. All erosion and sediment control structures and systems shall be maintained, inspected and repaired as needed to insure continued performance of their intended function. A statement describing the maintenance responsibilities of the permittee shall be included in the approved erosion and sediment control plan.

B. Periodic inspections are required on all projects by the VESCP authority. The VESCP authority shall either:

1. Provide for an inspection during or immediately following initial installation of erosion and sediment controls, at least once in every two-week period, within 48 hours following any runoff producing storm event, and at the completion of the project prior to the release of any performance bonds; or

2. Establish an alternative inspection program which ensures compliance with the approved erosion and sediment control plan. Any alternative inspection program shall be:

a. Approved by the board prior to implementation;

b. Established in writing;

c. Based on a system of priorities that, at a minimum, address the amount of disturbed project area, site conditions and stage of construction; and

d. Documented by inspection records.

4VAC50-60-65. 9VAC25-840-65. Reporting.

Each VESCP authority shall report to the department, in a method such as an online reporting system and on a time schedule established by the department, a listing of each land-disturbing activity for which a plan has been approved by the VESCP authority under the Act and this chapter.

4VAC50-30-70. 9VAC25-840-70. Developments.

A. An erosion and sediment control plan shall be filed for a development and the buildings constructed within, regardless of the phasing of construction.

B. If individual lots or sections in a residential development are being developed by different property owners, all land-disturbing activities related to the building construction shall be covered by an erosion and sediment control plan or an "Agreement in Lieu of a Plan" signed by the property owner.

C. Land-disturbing activity of less than 10,000 square feet on individual lots in a residential development shall not be considered exempt from the provisions of the Act and this chapter if the total land-disturbing activity in the development is equal to or greater than 10,000 square feet.

4VAC50-30-80. 9VAC25-840-80. Criteria for determining status of land-disturbing activity.

A. The program administrator shall determine the validity of a claim of exempt status by a property owner who disturbs 10,000 square feet or more or 2,500 square feet or more in all area areas of jurisdictions designated as subject to the Chesapeake Bay Preservation Area Designation and Management Regulations (9VAC25-830). As soon as a nonexempt status is determined, the requirements of the Act shall be immediately enforced.

B. Should a land-disturbing activity not begin during the 180-day period following plan approval or cease for more than 180 days, the VESCP authority may evaluate the existing approved erosion and sediment control plan to determine whether the plan still satisfies local and state erosion and sediment control criteria and to verify that all design factors are still valid. If the VESCP authority finds the previously filed plan to be inadequate, a modified plan shall be submitted and approved prior to the resumption of land-disturbing activity.

C. Shore erosion control projects are not subject to this chapter. However, land-disturbing activity immediately outside the limits of the shore erosion project is subject to the Act and this chapter.

D. Whenever land-disturbing activity involves activity at a separate location (including but not limited to borrow and disposal areas), the VESCP authority may either:

1. Consider the off-site activity as being part of the proposed land-disturbing activity; or

2. If the off-site activity is already covered by an approved erosion and sediment control plan, the VESCP authority may require the applicant to provide proof of the approval and to certify that the plan will be implemented in accordance with a the Act and this chapter.

4VAC50-30-90. 9VAC25-840-90. Review and evaluation of VESCPs: minimum program standards.

A. This section sets forth the criteria that will be used by the department to determine whether a VESCP operating under authority of the Act, satisfies minimum standards of effectiveness, as follows.

Each VESCP must contain an ordinance or other appropriate document or documents adopted by the VESCP authority. Such document or documents must be consistent with the Act, and this chapter, and 4VAC50-40-10 et seq., including the following criteria:

1. The document or documents shall include or reference the definition of land-disturbing activity including exemptions, as well as any other significant terms, as necessary to produce an effective VESCP.

2. The document or documents shall identify the VESCP authority and any soil and water conservation district, adjacent locality, or other public or private entities that the VESCP authority entered into agreements or contracts with to assist with carrying out the provisions of the Act and this chapter, and must include the chapters requirements and design standards to be used in the program.

3. The document or documents shall include procedures for submission and approval of plans, issuance of permits, monitoring and inspections of land-disturbing activities. The position, agency, department, or other party responsible for conducting inspections shall be identified. The VESCP authority shall maintain, either on-site or in VESCP files, a copy of the approved plan and a record of inspections for each active land-disturbing activity.

4. Each VESCP operated by a county, city, or town shall include provisions for the integration of the VESCP with Virginia stormwater management, flood insurance, flood plain management, and other programs requiring compliance prior to authorizing a land-disturbing activity in order to make the submission and approval of plans, issuance of permits, payment of fees, and coordination of inspection and enforcement activities more convenient and efficient both for the local governments and those responsible for compliance with the programs.

5. The VESCP authority must take appropriate enforcement actions, where authorized to do so, to achieve compliance with the program and maintain a record of enforcement actions for all active land-disturbing activities.

B. The department shall periodically conduct a comprehensive review and evaluation of local programs. The department will coordinate the review with its other program reviews for the same entity to avoid redundancy. The review and evaluation of a local program shall consist of the following: (i) personal interview between the department staff and consultation with the local program administrator or designee or designees; (ii) review of the local ordinance and other applicable documents; (iii) review of plans approved by the program; (iv) inspection of regulated activities; and (v) review of enforcement actions where authorized to do so. The department is also authorized to conduct a partial program compliance review.

C. Local programs shall be reviewed and evaluated for effectiveness in carrying out the Act and this chapter using the criteria in this section.

D. If deficiencies noted in the review will cause the erosion and sediment control program to be inconsistent with the state program and chapters this chapter, the board shall provide the VESCP authority with a copy of its decision that specifies the deficiencies, action needed to be taken, and the an approved compliance corrective action plan and schedule required to attain the minimum standard of effectiveness. If the VESCP authority has not implemented the necessary compliance actions identified by the board within 30 days following receipt of the corrective action agreement schedule, or such additional period as is granted to complete the implementation of the corrective action, then the board shall have the authority to (i) issue a special order to any VESCP imposing a civil penalty set out in § 10.1-562 62.1-44.15:54 F of the Act or (ii) revoke its approval of the VESCP. The Administrative Process Act (§ 2.2-4000 et seq. of the Code of Virginia) shall govern the review activities and proceedings of the board and the judicial review thereof. In lieu of issuing a special order or revoking the program, the board is authorized to take legal action against a VESCP to ensure compliance.

E. Review and evaluation of VESCPs shall be conducted according to a schedule adopted by the department.

4VAC50-30-100. 9VAC25-840-100. State agency projects.

A. All state agency land-disturbing activities that are not exempt and that have commenced without an approved erosion and sediment control plan shall immediately cease until the state agency has submitted annual standards and specifications for its conduct of land-disturbing activities which has been reviewed and approved by the department as being consistent with the Act and this chapter, or an erosion and sediment control plan has been submitted to and approved by the department. A formal "Notice of Plan Requirement" will be sent to the state agency under whose purview the project lies since that agency is responsible for compliance with the Act and this chapter.

B. Where inspections by department personnel reveal deficiencies in carrying out an approved plan, the person responsible for carrying out the plan, as well as the state agency responsible, will be issued a notice to comply with specific actions and the deadlines that shall be met. Failure to meet the prescribed deadlines can result in the issuance of a stop work order for all land-disturbing activities on the project at the discretion of the department. The stop work order will be lifted once the required erosion and sediment control measures are in place and inspected by department staff.

C. Whenever the Commonwealth or any of its agencies fails to comply within the time provided in an appropriate final order, the director of the department may petition for compliance as follows: For violations in the Natural Resources Secretariat, to the Secretary of Natural Resources; for violations in other secretariats, to the appropriate Secretary; for violations in other state agencies, to the head of such agency. Where the petition does not achieve timely compliance, the director shall bring the matter to the Governor for resolution. The board or the department may also pursue enforcement as provided by § 10.1-569 62.1-44.15:63 of the Act.

D. Where compliance will require the appropriation of funds, the director shall cooperate with the appropriate agency head in seeking such an appropriation; where the director determines that an emergency exists, he shall petition the Governor for funds from the Civil Contingency Fund or other appropriate source.

9VAC25-840-110. Delegation of Authority.

The director, or his designee, may perform any act of the board provided under this chapter, except as limited by § 62.1-44.14 of the Code of Virginia.