REGULATIONS
Vol. 26 Iss. 17 - April 26, 2010

TITLE 1. ADMINISTRATION
DEPARTMENT OF HUMAN RESOURCE MANAGEMENT
Final Regulation

REGISTRAR'S NOTICE: The Department of Human Resource Management is claiming an exemption from the Administrative Process Act in accordance with § 2.2-4006 A 4 a of the Code of Virginia, which excludes regulations that are necessary to conform to changes in Virginia statutory law where no agency discretion is involved. The Department of Human Resource Management will receive, consider, and respond to petitions from any interested person at any time with respect to reconsideration or revision.

Title of Regulation: 1VAC55-30. Long-Term Care Regulations (repealing 1VAC55-30-10 through 1VAC55-30-90).

Statutory Authority: § 2.2-1208 of the Code of Virginia.

Effective Date: May 26, 2010.

Agency Contact: Charles Reed, Associate Director, Department of Human Resource Management, James Monroe Bldg., 13th Floor, 101 N. 14th St., Richmond, VA 23219, telephone (804) 786-3124, FAX (804) 371-0231, or email charles.reed@dhrm.virginia.gov.

Summary:

The Department of Human Resource Management's regulations relating to the Long-Term Care Program for state and local employees are being repealed because the administration of this plan was transferred to the Virginia Retirement System as provided in Chapter 568 of the 2008 Acts of Assembly.

VA.R. Doc. No. R10-2359; Filed March 26, 2010, 11:39 a.m.
TITLE 9. ENVIRONMENT
STATE WATER CONTROL BOARD
Proposed Regulation

REGISTRAR'S NOTICE: The following regulation filed by the State Water Control Board is exempt from the Administrative Process Act in accordance with § 2.2-4006 A 9 of the Code of Virginia, which exempts general permits issued by the State Water Control Board pursuant to the State Water Control Law (§ 62.1-44.2 et seq.), Chapter 24 (§ 62.1-242 et seq.) of Title 62.1 and Chapter 25 (§ 62.1-254 et seq.) of Title 62.1, if the board (i) provides a Notice of Intended Regulatory Action in conformance with the provisions of § 2.2-4007.01, (ii) following the passage of 30 days from the publication of the Notice of Intended Regulatory Action forms a technical advisory committee composed of relevant stakeholders, including potentially affected citizens groups, to assist in the development of the general permit, (iii) provides notice and receives oral and written comment as provided in § 2.2-4007.03, and (iv) conducts at least one public hearing on the proposed general permit.

Title of Regulation: 9VAC25-810. General Virginia Pollutant Discharge Elimination System (VPDES) Permit for Coin-Operated Laundry (amending 9VAC25-810-10, 9VAC25-810-20, 9VAC25-810-40 through 9VAC25-810-70).

Statutory Authority: § 62.1-44.15 of the Code of Virginia; § 402 of the federal Clean Water Act (33 USC § 1251 et seq.).

Public Hearing Information:

May 26, 2010 - 1 p.m. - Department of Environmental Quality, Central Office, 2nd Floor Conference Room A, 629 East Main Street, Richmond, VA

Public Comment Deadline: June 25, 2010.

Agency Contact: George E. Cosby, Department of Environmental Quality, P.O. Box 10009, Richmond, VA 23240, telephone (804) 698-4067, FAX (804) 698-4032, or email george.cosby@deq.virginia.gov.

Summary:

The proposed changes amend and reissue the existing general permit that expires on February 8, 2011. The general permit establishes limitations and monitoring requirements for point source discharge of treated wastewaters from coin-operated laundries to surface waters. Coin-operated laundry means any self-service facility where the washing of clothes is conducted as designated by Standard Industrial Classification Code 7215. It does not mean facilities that engage in dry cleaning.

The general permit is being reissued in order to continue making it available for coin-operated laundries after February 8, 2011. This reissuance of an existing regulation contains changes to the regulation.

CHAPTER 810
GENERAL VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM (VPDES) PERMIT FOR COIN-OPERATED LAUNDRY LAUNDRIES

9VAC25-810-10. Definitions.

The words and terms used in this regulation shall have the meanings defined in the State Water Control Law and 9VAC25-31 (Virginia Pollutant Discharge Elimination System (VPDES) Permit Regulation) unless the context clearly indicates otherwise, except that for the purposes of this regulation:

"Coin-operated laundry" means any self-service facility where the washing of clothes is conducted as designated by SIC 7215. It does not mean facilities that engage in dry cleaning.

"Total maximum daily load" or "TMDL" means a calculation of the maximum amount of a pollutant that a waterbody can receive and still meet water quality standards and an allocation of that amount to the pollutant's sources. A TMDL includes wasteload allocations (WLAs) for point source discharges, and load allocations (LAs) for nonpoint sources or natural background or both, and must include a margin of safety (MOS) and account for seasonal variations.

9VAC25-810-20. Purpose.

This general permit regulation governs the discharge of wastewater from coin-operated laundry laundries to surface waters. No discharge of pollutants from coin-operated laundries is allowed except when in compliance with the conditions of this permit.

9VAC25-810-40. Effective date of the permit.

This general permit will become effective on February 8, 2006 2011. This general permit will expire five years after February 8, 2006 on February 7, 2016. This general permit is effective for any covered owner upon compliance with all the provisions of 9VAC25-810-50 and the receipt of this general permit.

9VAC25-810-50. Authorization to discharge.

A. Any owner governed by this general permit is hereby authorized to discharge to surface waters of the Commonwealth of Virginia provided that the owner files and receives acceptance by the board of the registration statement of 9VAC25-810-60, files the required permit fee, complies with the effluent limitations and other requirements of 9VAC25-810-70, and provided that: the department has not notified the applicant that authorization is denied in accordance with subsection B of this section.

1. Individual permit. B. The department will notify an applicant of denial of authorization in the event of any of the following:

1. The owner has not been is required to obtain an individual permit according to 9VAC25-31-170 B 3.;

2. Prohibited discharge locations. The owner shall not be authorized by this general permit to discharge to state waters specifically named in other Other board regulations or policies that prohibit such discharges.;

3. Central sewage facilities are reasonably available;

4. The discharge violates the antidegradation policy in the Water Quality Standards at 9VAC25-260-30; or

The board has established a "total maximum daily load" (TMDL) that has been approved by EPA prior to the term of this permit, and the TMDL 5. An applicable TMDL (board-adopted, EPA-approved or EPA-imposed) contains a WLA for the facility, unless this general permit specifically addresses the TMDL pollutant of concern and meets the TMDL WLA.

B. C. Compliance with this general permit constitutes compliance with the federal Clean Water Act, the State Water Control Law, and applicable regulations under either with the exceptions stated in 9VAC25-31-60 of the VPDES permit regulation. Receipt of this general permit does not relieve any owner of the responsibility to comply with any other federal, state, or local statute, ordinance, or regulation.

9VAC25-810-60. Registration statement.

The owner shall file a complete VPDES general permit registration statement for a coin-operated laundry. Any owner proposing a new discharge shall file the registration statement at least 30 days prior to the date planned for commencing operation of the new discharge. Any owner of an existing coin-operated laundry covered by an individual VPDES permit who is proposing to be covered by this general permit shall file the registration statement at least 180 days prior to the expiration date of the individual VPDES permit. Any owner of an existing coin-operated laundry not currently covered by a VPDES permit who is proposing to be covered by this general permit shall file the registration statement. The required registration statement shall contain the following information:

1. Facility name and mailing address, owner name and mailing address and, telephone number, and email (if available);

2. Facility location street address (if different from mailing address);

3. Facility operator name, address and, telephone number, and email (if available) if different than owner;

4. Does the facility discharge to surface waters? Name of receiving stream if "yes" and if "no," describe the discharge;

5. Does the facility have a current VPDES Permit? Permit number if "yes";

6. Are there central sewage facilities available to serve this facility?;

6. 7. A USGS topographic map or computer-generated map showing the facility, discharge location, and receiving stream;

7. Provide a brief description of the type of coin-operated laundry;

8. Number of laundry machines and an estimate of the average flow rate (million gallons per day);

9. Facility line (water balance) drawing;

10. Treatment information Description of wastewater treatment;

11. Information on use of chemicals at the facility; and

12. The following certification:

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations.

The registration statement shall be signed in accordance with 9VAC25-31-110.

9VAC25-810-70. General permit.

Any owner whose registration statement is accepted by the board will receive the following permit and shall comply with the requirements therein and be subject to all requirements of 9VAC25-31.

General Permit No.: VAG72
Effective Date:
Expiration Date:

GENERAL PERMIT FOR COIN-OPERATED LAUNDRY LAUNDRIES
AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM AND
THE VIRGINIA STATE WATER CONTROL LAW

In compliance with the provisions of the Clean Water Act, as amended and pursuant to the State Water Control Law and regulations adopted pursuant thereto, owners of coin-operated laundries are authorized to discharge to surface waters within the boundaries of the Commonwealth of Virginia, except those specifically named in board regulations or policies that prohibit such discharges.

The authorized discharge shall be in accordance with this cover page, Part I - Effluent Limitations and Monitoring Requirements, and Part II - Conditions Applicable to All VPDES Permits, as set forth herein.

Part I
A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS.

1. During the period beginning with the permittee's coverage under this general permit and lasting until the permit's expiration date, the permittee is authorized to discharge wastewater originating from a coin-operated laundry taken at from outfall(s):

Such discharges shall be limited and monitored by the permittee as specified below:


EFFLUENT CHARACTERISTICS

DISCHARGE LIMITATIONS

MONITORING REQUIREMENTS

Minimum

Maximum

Frequency***

Sample Type

Flow (mgd)

NA

NL

1/Quarter

Estimate

pH (S.U.)

6.0*

9.0*

1/Quarter

Grab

TSS (mg/l)

NA

60

1/Quarter

Grab

BOD5 (mg/l)

NA

60*

1/Quarter

Grab

Dissolved Oxygen (mg/l)

6.0*

NA

1/Quarter

Grab

Temperature °C

NA

32**

1/6 Months

Immersion Stabilization

Total Residual Chlorine (ug/l) (mg/l)

NA

11* .011*

1/Quarter

Grab

E. Coli

NA

235 n/100 ml

1/6 Months

Grab

NL - No Limitation, monitoring requirement only

NA - Not applicable

*Where the Water Quality Standards (9VAC25-260 et seq.) (9VAC25-260) establish alternate standards for pH, BOD5, DO, TRC and temperature in waters receiving the discharge, those standards shall be, as appropriate, the maximum and minimum effluent limitations.

**The effluent temperature shall not exceed a maximum 32°C for discharges to nontidal coastal and piedmont waters, 31°C for mountain and upper piedmont waters, 21°C for put and take trout waters, or 20°C for natural trout waters. For estuarine waters, nontidal coastal and piedmont waters, mountain and upper piedmont waters, and put and take trout waters, the effluent shall not cause an increase in temperature of the receiving stream of more than 3°C above the natural water temperature. For natural trout waters, the temperature of the effluent shall not cause an increase of 1°C above natural water temperature. The effluent shall not cause the temperature in the receiving stream to change more than 2°C per hour, except in the case of natural trout waters where the hourly temperature change shall not exceed 0.5°C

***Reports of quarterly monitoring shall be submitted to the DEQ regional office no later than the tenth day of April, July, October, and January. Reports of once per six months shall be submitted no later than the tenth day of January and the tenth day of July for samples collected by December 31 and June 30 of each year.


2. There shall be no discharge of floating solids or visible foam in other than trace amounts.

B. Special conditions.

1. The permittee shall notify the department as soon as they know or have reason to believe:

a. That any activity has occurred or will occur that would result in the discharge, on a routine or frequent basis, of any toxic pollutant that is not limited in this permit, if that discharge will exceed the highest of the following notification levels:

(1) One hundred micrograms per liter;

(2) Two hundred micrograms per liter for acrolein and acrylonitrile; 500 micrograms per liter for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter for antimony;

(3) Five times the maximum concentration value reported for that pollutant in the permit application; or

(4) The level established by the board.

b. That any activity has occurred or will occur that would result in any discharge, on a nonroutine or infrequent basis, of a toxic pollutant that is not limited in this permit, if that discharge will exceed the highest of the following notification levels:

(1) Five hundred micrograms per liter;

(2) One milligram per liter for antimony;

(3) Ten times the maximum concentration value reported for that pollutant in the permit application; or

(4) The level established by the board.

2. Operation and maintenance manual requirement. The permittee shall develop an Operations and Maintenance (O & M) Manual for the treatment works. This manual shall detail the practices and procedures that will be followed to ensure compliance with the requirements of this permit. The manual shall be submitted for staff approval within 90 days of February 8, 2006 2011, or completion of construction. If an approved O & M Manual is already on file with DEQ, the permittee shall review the existing O & M Manual and notify the DEQ regional office in writing within 90 days of the date of coverage under the general permit whether it is still accurate and complete. If the O & M Manual is no longer accurate and complete, a revised O & M Manual shall be submitted for approval to the DEQ regional office within 90 days of the date of coverage under the general permit or with the above required notification. The permittee will maintain an accurate, approved operation and maintenance manual for the treatment works. This manual shall detail the practices and procedures that will be followed to ensure compliance with the requirements of the permit. The permittee shall operate the treatment works in accordance with the approved O & M Manual. This manual shall include, but not necessarily be limited to, the following items, as appropriate:

a. Techniques to be employed in the collection, preservation, and analysis of effluent samples;

b. Discussion of best management practices, if applicable;

c. Treatment system design, treatment system operation, routine preventive maintenance of units within the treatment system, critical spare parts inventory, and recordkeeping; and

d. A sludge/solids disposal plan.

3. The permit prohibits adding permittee shall not add chemicals to the water or waste that may be discharged other than those listed on the owner's accepted registration statement, unless prior approval of the chemical(s) is granted by the Department of Environmental Quality department.

4. There shall be no discharge of floating solids or visible foam in other than trace amounts.

5. 4. Compliance Reporting under Part I A (use for permit with water quality-based limits for toxics or conventional pollutants in Part I A. Modify this example as needed for effluent parameters in the permit).

a. The quantification levels (QL) shall be as follows:

Effluent Characteristic

Quantification Level

BOD5

5 mg/l

TSS

1.0 mg/l

Chlorine

0.10 mg/l

b. Reporting. Daily Maximum—Compliance with the daily maximum limitations and/or reporting requirements for the parameters listed in Part I A and B shall be determined as follows: All concentration data below the QL listed in subdivision a shall be treated as zero. All concentration data equal to or above the QL shall be treated as reported. An arithmetic average shall be calculated using all reported data, including the defined zeros, collected within each day during the reporting month. The maximum value of these daily averages thus determined shall be reported on the DMR as the Daily Maximum. If all data are below the QL, then the average shall be reported as "<QL." If reporting for quantity is required on the DMR and the calculated concentration is <QL, then report "<QL" for the quantity. Otherwise use the calculated concentration. c. Any single datum required shall be reported as "<QL" if it is less than the QL in subdivision a. Otherwise the numerical value shall be reported.

d. c. Monitoring results shall be reported using the same number of significant digits as listed in the permit. Regardless of the rounding convention used by the permittee (e.g., 5 always rounding up or to the nearest even number), the permittee shall use the convention consistently, and shall ensure that consulting laboratories employed by the permittee use the same convention.

6. 5. If the discharge is into a municipal separate storm sewer the permittee is required to notify the owner of the municipal separate storm sewer system of the existence of the discharge within 30 days of coverage under the general permit and provide the following information: the name of the facility; a contact person and phone number; and the location of the discharge; the nature of the discharge; and the facility's VPDES general permit number.

7. 6. No sewage shall be discharged from a point source to surface waters from this facility except under the provisions of another VPDES permit specifically issued for that purpose.

7. The discharges authorized by this permit shall be controlled as necessary to meet applicable water quality standards.

Part II
Conditions Applicable To All VPDES Permits.

A. Monitoring.

1. Samples and measurements taken as required by this permit shall be representative of the monitored activity.

2. Monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the US Environmental Protection Agency, unless other procedures have been specified in this permit.

3. The permittee shall periodically calibrate and perform maintenance procedures on all monitoring and analytical instrumentation at intervals that will ensure accuracy of measurements.

B. Records.

1. Records of monitoring information shall include:

a. The date, exact place, and time of sampling or measurements;

b. The individual(s) who performed the sampling or measurements;

c. The date(s) and time(s) analyses were performed;

d. The individual(s) who performed the analyses;

e. The analytical techniques or methods used; and

f. The results of such analyses.

2. Except for records of monitoring information required by this permit related to the permittee's sewage sludge use and disposal activities, which shall be retained for a period of at least five years, the permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this permit, and records of all data used to complete the registration statement for this permit, for a period of at least three years from the date of the sample, measurement, report or request for coverage. This period of retention shall be extended automatically during the course of any unresolved litigation regarding the regulated activity or regarding control standards applicable to the permittee, or as requested by the board.

C. Reporting monitoring results.

1. The permittee shall submit the results of the monitoring required by this permit not later than the tenth day of the month after monitoring takes place, unless another reporting schedule is specified elsewhere in this permit. Monitoring results shall be submitted to the department's regional office.

2. Monitoring results shall be reported on a discharge Monitoring Report (DMR) or on forms provided, approved or specified by the department.

3. If the permittee monitors any pollutant specifically addressed by this permit more frequently than required by this permit using test procedures approved under 40 CFR Part 136 or using other test procedures approved by the US Environmental Protection Agency or using procedures specified in this permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR or reporting form specified by the department.

4. Calculations for all limitations that require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in this permit.

D. Duty to provide information. The permittee shall furnish to the department, within a reasonable time, any information that the board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The board may require the permittee to furnish, upon request, such plans, specifications, and other pertinent information as may be necessary to determine the effect of the wastes from his discharge on the quality of state waters, or such other information as may be necessary to accomplish the purposes of the State Water Control Law. The permittee shall also furnish to the department upon request, copies of records required to be kept by this permit.

E. Compliance schedule reports. Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of this permit shall be submitted no later than 14 days following each schedule date.

F. Unauthorized discharges. Except in compliance with this permit, or another permit issued by the board, it shall be unlawful for any person to:

1. Discharge into state waters sewage, industrial wastes, other wastes, or any noxious or deleterious substances; or

2. Otherwise alter the physical, chemical or biological properties of such state waters and make them detrimental to the public health, or to animal or aquatic life, or to the use of such waters for domestic or industrial consumption, or for recreation, or for other uses.

G. Reports of unauthorized discharges. Any permittee who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance into or upon state waters in violation of Part II F; or who discharges or causes or allows a discharge that may reasonably be expected to enter state waters in violation of Part II F, shall notify the department of the discharge immediately upon discovery of the discharge, but in no case later than 24 hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department, within five days of discovery of the discharge. The written report shall contain:

1. A description of the nature and location of the discharge;

2. The cause of the discharge;

3. The date on which the discharge occurred;

4. The length of time that the discharge continued;

5. The volume of the discharge;

6. If the discharge is continuing, how long it is expected to continue;

7. If the discharge is continuing, what the expected total volume of the discharge will be; and

8. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by this permit.

Discharges reportable to the department under the immediate reporting requirements of other regulations are exempted from this requirement.

H. Reports of unusual or extraordinary discharges. If any unusual or extraordinary discharge including a bypass or upset should occur from a treatment works and the discharge enters or could be expected to enter state waters, the permittee shall promptly notify, in no case later than 24 hours, the department by telephone after the discovery of the discharge. This notification shall provide all available details of the incident, including any adverse affects on aquatic life and the known number of fish killed. The permittee shall reduce the report to writing and shall submit it to the department within five days of discovery of the discharge in accordance with Part II I 2. Unusual and extraordinary discharges include, but are not limited to, any discharge resulting from:

1. Unusual spillage of materials resulting directly or indirectly from processing operations;

2. Breakdown of processing or accessory equipment;

3. Failure or taking out of service some or all of the treatment works; and

4. Flooding or other acts of nature.

I. Reports of noncompliance. The permittee shall report any noncompliance which may adversely affect state waters or may endanger public health.

1. An oral report shall be provided within 24 hours from the time the permittee becomes aware of the circumstances. The following shall be included as information which shall be reported within 24 hours under this paragraph:

a. Any unanticipated bypass; and

b. Any upset which causes a discharge to surface waters.

2. A written report shall be submitted within five days and shall contain:

a. A description of the noncompliance and its cause;

b. The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and

c. Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.

The board may waive the written report on a case-by-case basis for reports of noncompliance under this subsection if the oral report has been received within 24 hours and no adverse impact on state waters has been reported.

3. The permittee shall report all instances of noncompliance not reported under subdivisions 1 or 2 of this subsection, in writing, at the time the next monitoring reports are submitted. The reports shall contain the information listed in subdivision 2 of this subsection.

NOTE: The immediate (within 24-hours 24 hours) reports required in Part II G, H and I may be made to the department's regional office. Reports may be made by telephone or by fax. For reports outside normal working hours, leave a message and this shall fulfill the immediate reporting requirement. For emergencies, the Virginia Department of Emergency Services maintains a 24-hour telephone service at 1-800-468-8892.

J. Notice of planned changes.

1. The permittee shall give notice to the department as soon as possible of any planned physical alterations or additions to the permitted facility. Notice is required only when:

a. The permittee plans alteration or addition to any building, structure, facility, or installation from which there is or may be a discharge of pollutants, the construction of which commenced:

(1) After promulgation of standards of performance under § 306 of Clean Water Act that are applicable to such source; or

(2) After proposal of standards of performance in accordance with § 306 of Clean Water Act that are applicable to such source, but only if the standards are promulgated in accordance with § 306 within 120 days of their proposal;

b. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants that are subject neither to effluent limitations nor to notification requirements specified elsewhere in this permit; or

c. The alteration or addition results in a significant change in the permittee's sludge use or disposal practices, and such alteration, addition, or change may justify the application of permit conditions that are different from or absent in the existing permit, including notification of additional use or disposal sites not reported during the permit application process or not reported pursuant to an approved land application plan.

2. The permittee shall give advance notice to the department of any planned changes in the permitted facility or activity that may result in noncompliance with permit requirements.

K. Signatory requirements.

1. Registration statement. All registration statements shall be signed as follows:

a. For a corporation: by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy- or decision-making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures;

b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or

c. For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a public agency includes: (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency.

2. Reports, etc. All reports required by permits, and other information requested by the board shall be signed by a person described in Part II K 1, or by a duly authorized representative of that person. A person is a duly authorized representative only if:

a. The authorization is made in writing by a person described in subdivision 1 of this subsection;

b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and

c. The written authorization is submitted to the department.

3. Changes to authorization. If an authorization under Part II K 1 or 2 is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of Part II K 2 shall be submitted to the department prior to or together with any reports, or information to be signed by an authorized representative.

4. Certification. Any person signing a document under Part II K 1 or 2 shall make the following certification:

"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."

L. Duty to comply. The permittee shall comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the State Water Control Law and the Clean Water Act, except that noncompliance with certain provisions of this permit may constitute a violation of the State Water Control Law but not the Clean Water Act. Permit noncompliance is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application.

The permittee shall comply with effluent standards or prohibitions established under § 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under § 405(d) of the Clean Water Act within the time provided in the regulations that establish these standards or prohibitions or standards for sewage sludge use or disposal, even if this permit has not yet been modified to incorporate the requirement.

M. Duty to reapply. If the permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the permittee shall submit a new registration statement at least 180 days before the expiration date of the existing permit, unless permission for a later date has been granted by the board. The board shall not grant permission for registration statements to be submitted later than the expiration date of the existing permit.

N. Effect of a permit. This permit does not convey any property rights in either real or personal property or any exclusive privileges, nor does it authorize any injury to private property or invasion of personal rights, or any infringement of federal, state or local law or regulations.

O. State law. Nothing in this permit shall be construed to preclude the institution of any legal action under, or relieve the permittee from any responsibilities, liabilities, or penalties established pursuant to any other state law or regulation or under authority preserved by § 510 of the Clean Water Act. Except as provided in permit conditions on "bypassing" (Part II U), and "upset" (Part II V) nothing in this permit shall be construed to relieve the permittee from civil and criminal penalties for noncompliance.

P. Oil and hazardous substance liability. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law.

Q. Proper operation and maintenance. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) that are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes effective plant performance, adequate funding, adequate staffing, and adequate laboratory and process controls, including appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems that are installed by the permittee only when the operation is necessary to achieve compliance with the conditions of this permit.

R. Disposal of solids or sludges. Solids, sludges or other pollutants removed in the course of treatment or management of pollutants shall be disposed of in a manner so as to prevent any pollutant from such materials from entering state waters.

S. Duty to mitigate. The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment.

T. Need to halt or reduce activity not a defense. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit.

U. Bypass.

1. "Bypass" means the intentional diversion of waste streams from any portion of a treatment facility. The permittee may allow any bypass to occur that does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the provisions of Part II U 2 and 3.

2. Notice.

a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, prior notice shall be submitted, if possible at least ten days before the date of the bypass.

b. Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as required in Part II I.

3. Prohibition of bypass.

a. Bypass is prohibited, and the board may take enforcement action against a permittee for bypass, unless:

(1) Bypass was unavoidable to prevent loss of life, personal injury, or severe property damage;

(2) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass that occurred during normal periods of equipment downtime or preventive maintenance; and

(3) The permittee submitted notices as required under Part II U 2.

b. The board may approve an anticipated bypass, after considering its adverse effects, if the board determines that it will meet the three conditions listed above in Part II U 3 a.

V. Upset.

1. An upset constitutes an affirmative defense to an action brought for noncompliance with technology based permit effluent limitations if the requirements of Part II V 2 are met. A determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is not a final administrative action subject to judicial review.

2. A permittee who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that:

a. An upset occurred and that the permittee can identify the cause(s) of the upset;

b. The permitted facility was at the time being properly operated;

c. The permittee submitted notice of the upset as required in Part II I; and

d. The permittee complied with any remedial measures required under Part II S.

3. In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof.

W. Inspection and entry. The permittee shall allow the director, or an authorized representative, upon presentation of credentials and other documents as may be required by law, to:

1. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit;

2. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;

3. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and

4. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act and the State Water Control Law, any substances or parameters at any location.

For purposes of this section, the time for inspection shall be deemed reasonable during regular business hours, and whenever the facility is discharging. Nothing contained herein shall make an inspection unreasonable during an emergency.

X. Permit actions. Permits may be modified, revoked and reissued, or terminated for cause. The filing of a request by the permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any permit condition.

Y. Transfer of permits.

1. Permits are not transferable to any person except after notice to the department. Except as provided in Part II Y 2, a permit may be transferred by the permittee to a new owner or operator only if the permit has been modified or revoked and reissued, or a minor modification made, to identify the new permittee and incorporate such other requirements as may be necessary under the State Water Control Law and the Clean Water Act.

2. As an alternative to transfers under Part II Y 1, this permit may be automatically transferred to a new permittee if:

a. The current permittee notifies the department at least 30 days in advance of the proposed transfer of the title to the facility or property;

b. The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage, and liability between them; and

c. The board does not notify the existing permittee and the proposed new permittee of its intent to modify or revoke and reissue the permit. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in Part II Y 2 b.

Z. Severability. The provisions of this permit are severable, and if any provision of this permit or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby.

VA.R. Doc. No. R09-1877; Filed April 7, 2010, 11:34 a.m.
TITLE 12. HEALTH
STATE BOARD OF HEALTH
Emergency Regulation

Title of Regulation: 12VAC5-613. Emergency Regulations for Alternative Onsite Sewage Systems (adding 12VAC5-613-10 through 12VAC5-613-180).

Statutory Authority: § 32.1-164 of the Code of Virginia; Chapter 220 of the 2009 Acts of Assembly.

Effective Dates: April 7, 2010, through April 6, 2011.

Agency Contact: Allen Knapp, Director, Division of Onsite Sewage, Water Services, Environmental Engineering, and Marina Programs, Department of Health, 109 Governor Street, Richmond, VA 23219, telephone (804) 864-7470, or email allen.knapp@vdh.virginia.gov.

Preamble:

The regulations establish performance, operation, and monitoring requirements and horizontal setbacks for alternative onsite sewage systems (AOSS) necessary to protect public health and the environment. The new regulations are supplemental to existing 12VAC5-610, Sewage Handling and Disposal Regulations (SHDR), which contains permitting and other requirements for onsite sewage systems, including AOSS. The new regulations require that a licensed operator visit each AOSS on a mandated frequency and file a report. The second enactment of Chapter 220 of the 2009 Acts of Assembly requires the State Board of Health to promulgate these regulations as emergency regulations.

The needs and goals for these regulations fall into three conceptual areas:

1. The current performance requirements contained in the SHDR are inadequate for AOSS.

2. Statutory changes in 2008 (§ 32.1-163.6 of the Code of Virginia) allow licensed professional engineers to design AOSS that are not required to comply with the SHDR. Instead, these designs must be compliant with performance requirements established by the board. Since current performance requirements are inadequate, these regulations seek to establish measurable performance requirements appropriate for all AOSS, including the engineered designs under § 32.1-163.6 of the Code of Virginia.

3. Proper operation and maintenance are essential to ensure that AOSS function as designed.

In developing the emergency regulations, the agency sought stakeholder input through an ad hoc advisory group. Also, as required by Chapter 220, a 30-day public comment period was noticed in 26:2 VA.R. 290 September 28, 2009, and ended on October 28, 2009. A summary of the public comments is available for public inspection by contacting the agency contact identified in this notice or at the Office of the Registrar of Regulations, General Assembly Building, 910 Capitol Street, 2nd Floor, Richmond, VA 23219.

CHAPTER 613
EMERGENCY REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS

Part I
General

12VAC5-613-10. Definitions.

The following terms used in this chapter shall have the following meanings. Terms not defined in this chapter shall have the meanings prescribed in Chapter 6 of Title 32.1 of the Code of Virginia or in 12VAC5-610-20 et seq. (or successor regulation) unless the plain reading of the language requires a different meaning.

"Alternative onsite sewage system," "AOSS," or "alternative onsite system" means a treatment works that is not a conventional onsite sewage system and does not result in a point source discharge.

"Biochemical oxygen demand" (BOD) is the measure of the amount of oxygen required by bacteria for stabilizing material that can be decomposed under aerobic conditions.

"BOD5" or "biochemical oxygen demand, five-day" means the quantitative measure of the amount of oxygen consumed by bacteria while stabilizing, digesting, or treating biodegradable organic matter under aerobic conditions over a five-day incubation period; expressed in milligrams per liter (mg/L).

"Conventional onsite sewage system" means a treatment works consisting of one or more septic tanks with gravity, pumped, or siphoned conveyance to a gravity distributed subsurface drainfield.

"Disinfection" means a process used to destroy or inactivate pathogenic microorganisms in wastewater to render them noninfectious.

"Dissolved oxygen (DO)" means the concentration of oxygen dissolved in effluent, expressed in mg/l or as percent saturation, where saturation is the maximum amount of oxygen that can theoretically be dissolved in water at a given altitude and temperature.

"Division" means the Division of Onsite Sewage, Water Services, Environmental Engineering, and Marina Programs within the department or equivalent.

"Effluent" means partially or fully treated sewage flowing from a treatment unit, treatment system, or septic tank.

"General approval" means that a treatment unit has been approved for TL-2 in accordance with 12VAC5-610-800 or for TL-3 pursuant to a testing protocol approved by the Division, provided that at least 20 units have been tested for four consecutive quarters and monitored in accordance with the approved testing protocol.

"Ksat" means saturated hydraulic conductivity.

"Large AOSS" means an AOSS that serves more than three single-family residences or a nonresidential facility with an average daily sewage flow in excess of 1,000 gpd.

"Limiting feature" means a feature of the soil that limits or intercepts the vertical movement of water, including seasonal, perched, or permanent water table, pans, soil restrictions, and pervious or impervious bedrock.

"Local health department" means the local health department having jurisdiction over the AOSS.

"MGD" means million gallons per day.

"Maintenance" means performing adjustments to equipment and controls and in-kind replacement of normal wear and tear parts such as light bulbs, fuses, filters, pumps, motors, or other like components. Maintenance includes pumping the tanks or cleaning the building sewer on a periodic basis. Maintenance shall not include replacement of tanks, drainfield piping, distribution boxes, or work requiring a construction permit and installer.

"Operate" means the act of making a decision on one's own volition (i) to place into or take out of service a unit process or unit processes or (ii) to make or cause adjustments in the operation of a unit process at a treatment works.

"Operation" means the biological, chemical, and mechanical processes of transforming sewage or wastewater to compounds or elements and water that no longer possess an adverse environmental or health impact.

"Operator" means any individual employed or contracted by any owner, who is licensed or certified under Chapter 23 (§ 54.1-2300 et seq.) of Title 54.1 as being qualified to operate, monitor, and maintain an alternative onsite sewage system.

"Organic loading rate" means the biodegradable fraction of chemical oxygen demand (biochemical oxygen demand, biodegradable FOG, and volatile solids) delivered to a treatment component in a specified time interval expressed as mass per time or area, e.g., pounds per day or pounds per cubic foot per day (pretreatment); pounds per square foot per day (infiltrative surface or pretreatment). For a typical residential system these regulations assume that biochemical loading (BOD5) equals organic loading.

"Owner" means the Commonwealth or any of its political subdivisions, including sanitary districts, sanitation district commissions and authorities, any individual, any group of individuals acting individually or as a group, or any public or private institution, corporation, company, partnership, firm or association which owns or proposes to own a sewerage system or treatment works.

"pH" means the measure of the acid or base quality of water that is the negative log of the hydrogen ion concentration.

"Project area" means one or more recorded lots, or a portion of a recorded lot, owned by the owner of an AOSS or controlled by easement upon which an AOSS is located or which is contiguous to a soil treatment area and which is designated as such for purposes of compliance with the performance requirements of this chapter. In the case of an AOSS serving multiple dwellings, the project area may include multiple recorded lots as in a subdivision.

"Project area boundary" means the limits of the three-dimensional space defined when the horizontal component is the project area, the upper vertical limit is the ground surface in and around the AOSS, and the lower vertical limit is the vertical separation required by this chapter, a permeability limiting feature, or the permanent water table.

"Relationship with an operator" means an agreement between the owner of an AOSS and operator wherein the operator has been retained by the owner to operate the AOSS in accordance with the requirements of this chapter.

"Reportable incident" means one or more of the following: an alarm event, any failure to achieve one or more performance requirements, removal of solids, replacement of media, or replacement of any major component of the system including electric and electronic components, pumps, blowers, and valves. Routine maintenance of effluent filters is not included.

"Saturated hydraulic conductivity" means a quantitative measure of a saturated soil's capacity to transmit water when subjected to a hydraulic gradient.

"Settleable solids" means a measure of the volume of suspended solids that will settle out of suspension within a specified time, expressed in milliliters per liter (mL/L).

"Sewage Handling and Disposal Regulations" means 12VAC5-610-20 et seq. or successor regulation adopted by the Board of Health.

"Small AOSS" means an AOSS that serves no more than three single-family residences or a nonresidential facility with an average daily sewage flow of less than or equal to 1,000 gpd.

"Subsurface drainfield" means a system installed within the soil and designed to accommodate treated sewage from a treatment works.

"Soil treatment area" means the physical location in or on the naturally occurring soil medium where final treatment and dispersal of effluent occurs; includes subsurface drainfields, drip dispersal fields, and spray fields.

"Total nitrogen" means the measure of the complete nitrogen content of wastewater including all organic, inorganic, and oxidized forms expressed in mg/l as nitrogen.

"Total residual chlorine" (TRC) is a measure of the combined available chlorine and the free available chlorine available in a sample after a specified contact time.

"Total suspended solids" means a measure of the mass of all suspended solids in a sample typically measured in milligrams per liter (mg/L).

"Treatment level 2 effluent" or "TL-2 effluent" means effluent that has been treated to produce BOD5 and TSS concentrations equal to or less than 30 mg/L each on a 30-day average basis.

"Treatment level 3 effluent" or "TL-3 effluent" means effluent that has been treated to produce BOD5 and TSS concentrations equal to or less than 10 mg/L each on a 30 day average basis.

"Treatment unit" or "treatment system" means a method, technique, equipment, or process other than a septic tank or septic tanks used to treat sewage to produce effluent of a specified quality before the effluent is discharged to a soil treatment area.

"Turbidity" means the relative clarity of effluent as a result of the presence of varying amounts of suspended organic and inorganic materials or color.

"Vertical separation" means the vertical distance between the point of effluent application to the soil and a limiting feature of the site of the soil treatment area such as seasonal high ground water, bedrock, or other restriction.

12VAC5-613-20. Purpose and authority.

Pursuant to the requirements of §§ 2.2-4011, 32.1-12 and 32.1-164 et seq. of the Code of Virginia and Chapter 220 of the 2009 Acts of Assembly, the Board of Health has promulgated this chapter to:

1. Establish a program for regulating the operation and maintenance of alternative onsite sewage systems;

2. Establish performance requirements for alternative onsite sewage systems;

3. Establish horizontal setbacks for alternative onsite sewage systems that are necessary to protect public health and the environment;

4. Discharge the board's responsibility to supervise and control the safe and sanitary collection, conveyance, transportation, treatment, and disposal of sewage by onsite sewage systems and treatment works as they affect the public health and welfare;

5. Protect the quality of surface water and ground water;

6. Guide the State Health Commissioner in determining whether a permit or other authorization for an alternative onsite sewage system shall be issued or denied; and

7. Inform owners, applicants, onsite soil evaluators, system designers, and other persons of the requirements for obtaining a permit or other authorization for an alternative onsite sewage system.

12VAC5-613-30. Applicability and scope.

A. As provided in this section, this chapter governs the design, construction, and operation of AOSS.

B. Part II of this chapter, Performance Requirements, applies only to alternative onsite sewage systems permitted pursuant to applications filed on or after the effective date of this chapter.

C. Part III of this chapter, Operation and Maintenance Requirements, shall apply to all AOSS, including those in operation prior to the effective date of this chapter.

D. The laboratory sampling requirements of this chapter apply only to AOSS permitted pursuant to applications filed on or after the effective date of this chapter.

E. Any AOSS in operation prior to the effective date of this chapter is subject to the performance requirements contained in the regulations in effect at the time the system was permitted.

F. AOSS designed, constructed, permitted, and operated in accordance with this chapter and the prescriptive design, location, and construction criteria of 12VAC5-610-20 et seq. and the policies and procedures of the department are presumed to comply with the ground water quality requirements of 12VAC5-613-70 A 11.

G. This chapter shall be effective for 12 months following the effective date, unless extended in accordance with the provisions of § 2.2-4011 of the Code of Virginia.

H. AOSS designed pursuant to § 32.1-163.6 of the Code of Virginia are subject to the following requirements:

1. Performance requirements of this chapter;

2. Horizontal setback requirements of this chapter;

3. Operation, maintenance, inspection, and sampling requirements of this chapter; and

4. Standard engineering practice.

12VAC5-613-40. Relationship to other regulations.

This chapter is supplemental to 12VAC5-610-20 et seq. (the Sewage Handling and Disposal Regulations) and supersedes Table 5.4 of the SHDR for all AOSS designed to disperse TL-2 or TL-3 effluent. Table 5.4 of the Sewage Handling and Disposal Regulations shall govern the design of any AOSS designed to disperse septic tank effluent to the soil treatment area. All procedures pertaining to enforcement, the minimum requirements for filing applications, and the processing of applications, including appeals, and case decisions contained in the Sewage Handling and Disposal Regulations (or successor regulation) shall apply to the permitting of AOSS under this chapter. In any case where there is a conflict between this chapter and the Sewage Handling and Disposal Regulations (or successor regulation), this chapter shall be controlling.

12VAC5-613-50. Violations, enforcement.

A. Failure by any person or AOSS to achieve one or more performance requirements prescribed by this chapter, to accomplish any mandated visit, or to perform any operation, maintenance, monitoring, sampling, reporting, or inspection requirement of this chapter, either individually or in combination, shall be a violation of this chapter.

B. Nothing in this chapter shall be construed to limit the authority of the board, the commissioner, or the department to enforce this chapter or the requirements of 12VAC5-610-20 et seq. (or successor regulation).

C. In accordance with the SHDR and § 32.1-25 of the Code of Virginia, the commissioner may take such samples and conduct such monitoring, including ground water samples and monitoring, he deems necessary to enforce this chapter.

D. The board, commissioner, and department may use any lawful means to enforce this chapter, including voiding a construction or operation permit, imposition of civil penalties, or criminal prosecution.

12VAC5-613-60. Operation permits, land records.

A. The department shall not issue an operation permit for an AOSS unless the owner has established a relationship with an operator and provided the operator's name and license number to the local health department. The owner shall maintain a relationship with an operator during periods when the AOSS is in operation.

B. The department shall not issue an operation permit for an AOSS until the owner has recorded an instrument which complies with § 15.2-2157 E of the Code of Virginia in the land records of the appropriate circuit court.

C. When all or part of the project area is to be used in the management of nitrogen from a large AOSS the owner shall record legal documentation in the land records of the circuit court having jurisdiction over the site of the AOSS. Such documentation shall be in a form approved by the division and shall protect and preserve the land area in accordance with the management methods established by the designer.

Part II
Performance Requirements

12VAC5-613-70. Performance requirements-general.

A. All AOSS designed, constructed and operated pursuant to this chapter shall comply with the following performance requirements:

1. The presence of raw or partially treated sewage on the ground's surface or in adjacent ditches or waterways is prohibited. Spray irrigation systems and other systems utilizing surface application of treated effluent require, by design, the presence of effluent on the surface for short periods of time. With these systems complete absorption of effluent must occur before the application of another dose.

2. The exposure of insects, animals, or humans to raw or partially treated sewage is prohibited.

3. The backup of sewage into plumbing fixtures is prohibited.

4. All treatment units and treatment systems shall be designed for the anticipated wastewater strength and peak flow.

5. All treatment units and treatment systems shall be designed to produce a minimum of TL-2 effluent.

6. Dosing of the treatment unit or treatment system shall accommodate the design peak flow within the treatment unit's rated capacity.

7. The following performance requirements govern the dispersal of effluent in the soil treatment area:

a. Trench bottom hydraulic loading rates for pressure-dosed systems shall not exceed the values in Table 1. The designer must reduce loading rates for gravity dosed systems. Area hydraulic loading rates for systems such as drip dispersal, spray irrigation, and mounds must be less than the trench bottom values in Table 1 and reflect standard engineering practice.

b. Adherence to this performance requirement does not assure or guarantee that other performance requirements of this chapter, including effluent dispersal or ground water quality, will be met. It is the designer's responsibility to ensure that the proposed design is adequate to achieve all performance requirements of this chapter. The designer is responsible for reducing loading rates according to the features and properties of the soils in the soil treatment area.

Table 1
Maximum Trench Bottom Hydraulic Loading Rates

Percolation Rate (MPI)

TL-2 Effluent
(gpd/sf)

TL-3 Effluent
(gpd/sf)

up to 15

1.8

3.0

20-25

1.4

2.0

30-45

1.2

1.5

50-90

0.8

1.0

Greater than 90

0.4

0.5

8. Septic tank effluent may only be discharged to a soil treatment area when the vertical separation to a limiting feature consists of at least 18 inches of naturally occurring, in-situ soil. AOSS designed to disperse septic tank effluent require at least 12 inches of soil cover in the soil treatment area.

9. TL-3 effluent and disinfection are required whenever one or more of the following apply:

a. There is less than 12 inches of vertical separation to a limiting feature in the soil treatment area,

b. There is less than 6 inches of vertical separation to a limiting feature in the naturally occurring soil below the soil treatment area, or

c. The AOSS utilizes surface application of effluent, such as spray irrigation.

10. For any small AOSS where the vertical separation to a permeability-limiting feature is less than 18 inches below the soil treatment area and for any large AOSS, regardless of site constraints, the designer shall provide calculations to demonstrate that water mounding will not adversely affect the functioning of the soil treatment area, that hydraulic failure will not occur, and that adequate vertical separation will be maintained to ensure the performance requirements of this chapter are met. For large AOSS the department may require the owner to monitor the degree of saturation beneath the soil treatment area.

11. The AOSS shall not pose a greater risk of ground water pollution than systems otherwise permitted pursuant to 12VAC5-610-20 et seq. After wastewater has passed through a treatment unit or septic tank and passed through the soil in the soil treatment area, the concentration of fecal coliform organisms must not exceed 200 cfu/100 ml at the lower vertical limit of the project area boundary. When disinfection is required, the effluent quality prior to dispersal to the soil treatment area must not exceed 200 cfu/100 ml. When chlorine is used for disinfection, 30-minute contact time at average daily flow is required with a TRC following the contact tank not less than 1 mg/l.

12. The following minimum effluent and site condition requirements must be met:

Table 2
Minimum Effluent Requirements for Vertical Separation to Limiting Features

Vertical separation

Effluent Description

≥18" (must be naturally occurring soils)

Septic, TL-2, or TL-3

<18" to 12" (requires minimum 6" of naturally occurring soils)

TL-2 or TL-3

<12" (organic loading rate not to exceed 2.1 x 10-4 BOD lb/day/sf)

TL-3 and disinfection

13. Each large AOSS must comply with a total nitrogen limit of 5 mg/l as nitrogen at the project area boundary. Prior to the issuance of a construction permit, the designer shall demonstrate compliance with this requirement through modeling or other calculations. Such demonstration may incorporate multiple nitrogen removal methods such as pretreatment, vegetative uptake (only for AOSS with shallow soil treatment areas), denitrification, and other viable nitrogen management methods.

14. The AOSS shall be designed so that all components are of sufficient structural integrity to minimize the potential of physical harm to humans and animals.

15. The AOSS shall be designed to minimize noise, odor, or other nuisances at the property boundary.

16. The conveyance system for any AOSS shall be designed and installed with sufficient structural integrity to resist inflow and infiltration and to maintain forward flow.

17. Spray irrigation systems are limited to AOSS with average daily sewage flows of 1,000 gpd or less.

18. For purposes of assisting owners in obtaining such funds as may be available for reducing nitrogen discharges from AOSS, including Betterment Loans and grants from the Water Quality Improvement Fund, the department shall evaluate AOSS designs and establish the nitrogen-reducing capacities thereof.

19. When sand, soil, or soil-like material is used to increase the vertical separation, the designer shall specify methods and materials that will achieve the performance requirements of this chapter.

B. The title page of plans for an AOSS shall state that the plans are being submitted pursuant to § 32.1-163.6 of the Code of Virginia. Where this statement is not included on the title page, the department will review the plans pursuant to the Sewage Handling and Disposal Regulations.

C. Each application under § 32.1-163.6 of the Code of Virginia shall include a site characterization report using the Field Book for Describing and Sampling Soils, Version 2.0, National Soil Survey Center, Natural Resources Conservation Service, U.S. Department of Agriculture, September 2002. The report may contain such information that the designer deems appropriate; however, it must describe the following minimum attributes of the site of the proposed soil treatment area:

1. Depth to limiting feature(s), including seasonal or perched water table, pans, restrictions, pervious or impervious bedrock;

2. Slope of the project area;

3. Ksat or percolation rate at the proposed installation depth and at depths below the soil treatment area to demonstrate compliance with this chapter. Ksat or percolation rate may be estimated for small AOSS; the Ksat or percolation rate must be measured using an appropriate device for large AOSS;

4. Landscape or landform; and

5. Project area, along with those physical features in the vicinity of the proposed AOSS normally associated with plans for onsite sewage systems, including streams, bodies of water, roads, utilities, wells and other drinking water sources, existing and proposed structures, and property boundaries.

D. All large AOSS shall discharge only TL-2 or TL-3 effluent to the soil treatment area; septic tank effluent is prohibited for large AOSS.

E. All plans and specifications for AOSS shall be properly sealed by a professional engineer licensed in the Commonwealth pursuant to Title 54.1 of the Code of Virginia unless such plans are prepared pursuant to an exemption from the licensing requirements of Title 54.1 of the Code of Virginia. When plans and specifications are prepared pursuant to an exemption, the designer shall provide a certification statement, in a form approved by the Division, identifying the specific exemption under which the plans and specifications were prepared and certifying that he is authorized to prepare such plans pursuant to the exemption.

12VAC5-613-80. Performance requirements-laboratory sampling and monitoring.

A. Laboratory sampling is not required for AOSS designed to discharge septic tank effluent to the soil treatment area.

B. All effluent samples must be taken at the end of all treatment, prior to the point where the effluent is discharged to the soil treatment area.

C. All sampling and monitoring shall be conducted according to procedures approved under 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency unless other procedures have been specified in this chapter.

D. The owner of each small AOSS is required to submit an initial grab sample of the effluent from the treatment unit and have the sample analyzed in accordance with 40 CFR Part 136 or alternative methods approved by the U.S. Environmental Protection Agency within the first 180 days of operation. Thereafter, if the treatment unit has received general approval, a grab sample is required once every five years. Samples shall be analyzed for BOD5 and, if disinfection is required, fecal coliform. Treatment systems utilizing chlorine disinfection may alternatively sample for TRC instead of fecal coliform. Sample results shall be received by the local health department by the 15th of the month following the month in which the sample was taken.

E. For small AOSS that utilize a treatment unit that has not received general approval, after the initial sample required by subsection D, four additional grab samples of the effluent from the treatment unit are to be collected, analyzed, and submitted to the department within the first two years of operation and annually thereafter. The interval for collecting the samples shall not be less than quarterly or more than semiannually. Sample results shall be received by the local health department by the 15th of the month following the month in which the sample was taken.

F. Sampling and monitoring requirements for AOSS treatment systems with flows greater than 1,000 gpd are contained in Table 3.


Table 3
Sampling and Monitoring for Large AOSS

PLANT SIZE

>2.01 MGD

1.0-2.0 MGD

0.101-0.999 MGD

0.041-0.1 MGD

0.011-0.04 MGD

0.0011-0.010 MGD

Flow

Totalizing, Indicating & Recording

Totalizing, Indicating & Recording

Totalizing, Indicating & Recording

Totalizing, Indicating & Recording

Measured

Estimate

BOD5, TSS

24-HC 1/Day

24-HC 5 Days/Wk

8-HC 3 Days/Wk

4-HC 1 Day/Wk

Grab quarterly

Grab 1/yr

Total Nitrogen

24-HC weekly

24-HC weekly

8-HC monthly

4-HC quarterly

Grab quarterly

Grab 1/yr

TRC, Contact Tank**

Grab daily

Grab daily

Grab weekly

Grab weekly

Grab weekly

Grab 1/yr

Fecal Coliform***

Grab weekly

Grab weekly

Grab monthly

Grab monthly

Grab quarterly

Grab 1/yr


HC – hourly, flow weighted composite samples

** if disinfection required and chlorine used

***if disinfection required and another disinfecting process such as ultraviolet light is used

12VAC5-613-90. Performance requirements-field measurements, sampling, and observations.

A. For treatment units or treatment systems with flows up to 0.04 MGD field measurements, sampling, and observations shall be performed at each mandated visit and during any reportable incident response visit as recommended in Table 4. The operator shall report the results of all field measurements, sampling, and observations.

Table 4
Recommended Field Measurements, Sampling, and Observations AOSS up to 0.04 MGD

Parameter

Average Daily Flow (gpd)

≤ 1,000 gpd

0.0011-0.010 MGD

0.011-0.04 MGD

Flow

Required (measured or estimated)

Required

Required

pH

Operator discretion

Required

Required

TRC (After contact tank)*

Required

Required

Required

DO (aeration tank)*

Operator discretion

Required

Required

Odor*

Operator discretion

Required

Required

Turbidity (visual)*

Operator discretion

Required

Required

Settleable solids*

Operator discretion

Required

Required

*Not required for systems designed to discharge septic tank effluent

B. For treatment systems with flows greater than 0.04 MGD the operator shall follow the operational and control testing requirements of the O&M Manual.

Part III
Operation and Maintenance

12VAC5-613-100. Operator responsibilities.

A. Whenever an operator performs a visit that is required by this chapter or observes a reportable incident he shall document the results of that visit in accordance with 12VAC5-613-170.

B. Whenever an operator performs a visit that is required by this chapter, he shall do so in such a manner as to accomplish the various responsibilities and assessments required by this chapter using visual and other observations, laboratory and field tests he deems appropriate and as required by this chapter.

C. Each operator shall keep a log for each AOSS for which he is responsible. The operator shall provide a copy of the log to the owner. In addition, the operator shall make the log available to the department upon request. At a minimum, the operator shall record the following items in the log:

1. Results of all testing and sampling;

2. Reportable incidents;

3. Maintenance, corrective actions, and repair activities that are performed other than for reportable incidents;

4. Recommendations for repair and replacement of system components;

5. Sludge or solids removal; and

6. The date reports were given to the owner.

D. At all times when performing activities pursuant to this chapter, the operator is responsible for the entire AOSS, including treatment components and soil treatment area components.

E. An operator shall notify the appropriate local health department when his relationship with an owner terminates.

12VAC5-613-110. Sludge and solids removal.

Any person who pumps or otherwise removes sludge or solids from any septic tank or treatment unit of an AOSS shall file a report with the appropriate local health department on a form approved by the division.

12VAC5-613-120. Owner responsibilities.

Owner responsibilities include the following:

1. Maintain a relationship with an operator;

2. Have the AOSS operated and maintained by an operator;

3. Have an operator visit the AOSS at the frequency required by this chapter;

4. Have an operator collect any samples required by this chapter;

5. Keep a copy of the log provided by the operator on the property where the AOSS is located, make the log available to the department upon request, and make a reasonable effort to transfer the log to any future owner;

6. Keep a copy of the Operation and Maintenance Manual (O&M Manual) for the AOSS on the property where the AOSS is located, make the manual available to the department upon request, and make a reasonable effort to transfer the O&M Manual to any future owner; and

7. Comply with the onsite sewage system requirements contained in local ordinances adopted pursuant to the Chesapeake Bay Preservation Act (§ 10.1-2100 et. seq.) and the Chesapeake Bay Preservation Area Designation and Management Regulations (9VAC10-20) when an AOSS is located within a Chesapeake Bay Preservation Area.

12VAC5-613-130. Operator requirements for AOSS with flows up to 0.04 MGD, minimum frequency of visits.

The owner of each AOSS shall have that AOSS visited by an operator in accordance with Table 5.

Table 5
Minimum Operator Visit Frequency for AOSS up to 0.04 MGD

Avg. Daily Flow

Initial Visit

Regular visits following initial visit

≤ 1,000 gpd

Within 180 calendar days of the issuance of the operation permit

Every 12 Months

0.0011-0.010 MGD

First week of actual operation

Quarterly

0.011-0.04 MGD

First week of actual operation

Monthly

12VAC5-613-140. Operator requirements for systems with flows greater than 0.04 MGD.

A. AOSS with average daily flows in excess of 0.04 MGD shall be attended by a licensed operator and manned in accordance with the recommendations specified in the Sewage Collection and Treatment Regulations for sewage treatment works (9VAC25-790).

B. In instances where the hours of attendance by a licensed operator are less than the daily hours the treatment works is to be manned by operating staff, a licensed operator is not required to be physically located at the treatment works site during the remaining designated manning hours, provided that the licensed operator is able to respond to requests for assistance in a satisfactory manner, as described in the O&M Manual.

C. Attendance by the operator may not be waived as suggested in the Sewage Collection and Treatment Regulations for sewage treatment works (9VAC25-790).

D. The department may reduce operator and/or staffing requirements when automatic monitoring, telemetry, or other electronic monitoring and/or process controls are employed. All reductions must be approved by the Division Director.

12VAC5-613-150. Operation and maintenance manual.

A. This chapter outlines minimum operation, maintenance, sampling, and inspection requirements. Operation, maintenance, sampling, and inspection schedules for some AOSS may exceed these minimum requirements, in which case the designer is responsible for determining such additional requirements based upon the proposed use, design flow, project area, loading rates, nitrogen removal, treatment level, and other factors.

B. Prior to the issuance of an operating permit, the owner shall have the designer submit an O&M Manual to the local health department. The designer shall provide a copy of the O&M manual to the owner. The department may issue a temporary operation permit for a period not to exceed 180 calendar days pending completion of the O&M Manual. Failure to submit the O&M Manual within the time frame provided under a temporary operation permit shall be deemed a violation of this chapter.

C. The O&M Manual shall be written to be easily understood by any potential owner and shall include the following minimum items:

1. A list of the components comprising the AOSS with dimensioned site layout and contact numbers for replacement parts for each unit process,

2. A list of any control functions and how to use them;

3. All operation, maintenance, sampling, and inspection schedules, including any requirements that exceed the minimum requirements of this chapter, for the AOSS;

4. The performance data sampling and reporting schedule;

5. The limits of the AOSS design and how to operate the system within those design limits;

6. For systems with flows greater than 0.04 MGD operational and control testing recommendations which shall be based upon 9VAC25-790-970; and

7. Other information deemed necessary or appropriate by the designer.

12VAC5-613-160. Mandatory visits, inspection requirements.

When an operator is required to make a visit to an AOSS the operator shall, at a minimum, accomplish the following:

1. Inspect all components of the AOSS and conduct field measurements, sampling and other observations required by this chapter, the O&M Manual, or deemed necessary by the operator to assess the performance of the AOSS and its components.

2. Perform routine maintenance, make adjustments, and replace worn or dysfunctional components with in-kind parts such that the system can reasonably be expected to return to normal function.

3. If the AOSS is not functioning as designed or in accordance with the performance requirements of this chapter and, in the operator's professional judgment it cannot be reasonably expected to return to normal function through routine operation and maintenance, report immediately to the owner the remediation efforts necessary to return the AOSS to normal function.

12VAC5-613-170. Reports.

When required to file a report, the operator shall complete the report in a form approved by the division. In accordance with § 32.1-164 H of the Code of Virginia, the operator shall file each report using a web-based system and must pay a fee of $1.00. The operator may, solely at his own discretion, file reports in addition to those required by this chapter. Each report shall be filed by the 15th of the month following the month in which the visit occurred and shall include the following minimum elements:

1. The name and license number of the operator;

2. The date and time of the report;

3. The purpose of the visit, such as required visit, follow-up, or reportable incident;

4. A summary statement stating whether:

a. The AOSS is functioning as designed and in accordance with the performance requirements of this chapter;

b. After providing routine operation and maintenance the operator believes the AOSS will return to normal function; or

c. The system is not functioning as designed or in accordance with the performance requirements of this chapter and additional actions are required by the owner to return the AOSS to normal function;

5. All maintenance performed or adjustments made, including parts replaced;

6. The results of field measurements, sampling and observations;

7. The name of the laboratory that will analyze samples; and

8. Statement certifying the date the operator provided a copy of the report to the owner.

Part IV
Horizontal Setback Requirements

12VAC5-613-180. Horizontal setback requirements.

AOSS designed pursuant to § 32.1-163.6 of the Code of Virginia are subject to the following horizontal setbacks which are necessary to protect public health and the environment:

1. The horizontal setback distances that apply to public and private drinking water sources of all types, including wells, springs, reservoirs and other surface water sources, except that in cases where an existing sewage system is closer to a private drinking water source the AOSS shall be no closer to the drinking water source than the existing sewage system;

2. The horizontal setback distances that apply to shellfish waters; and

3. The horizontal setback distances that apply to sink holes.

VA.R. Doc. No. R10-2164; Filed April 7, 2010, 10:29 a.m.
TITLE 18. PROFESSIONAL AND OCCUPATIONAL LICENSING
COMMON INTEREST COMMUNITY BOARD
Forms

NOTICE: The following forms have been filed by the Common Interest Community Board. The forms are available for public inspection at the Department of Professional and Occupational Regulation, 9960 Mayland Drive, Suite 400, Richmond, Virginia 23233, or on the agency's website at http://www.dpor.virginia.gov/dporweb/cicb_form.cfm, or at the Office of the Registrar of Regulations, General Assembly Building, 2nd Floor, Richmond, Virginia 23219. Copies of the forms may be obtained from contact person identified below.

Title of Regulation: 18VAC48-50. Common Interest Community Manager Regulations.

Agency Contact: Trisha L. Henshaw, Executive Director, Common Interest Community Board, 9960 Mayland Drive, Suite 400, Richmond, VA 23233, telephone (804) 367-0362, email cic@dpor.virginia.gov.

FORMS (18VAC48-50)

Common Interest Community Manager Change of Responsible Person, Principal, or Supervisory Employee/Officer, MGRCHG (eff. 04/10).

Common Interest Community Manager License Application, MGRLIC (eff. 04/10).

CIC Manager Training Program Approval Application, 05TRNGPROV (eff. 04/10).

VA.R. Doc. No. R10-2371; Filed April 2, 2010, 1:02 p.m.
TITLE 18. PROFESSIONAL AND OCCUPATIONAL LICENSING
BOARD OF PHARMACY
Notice of Extension of Emergency Regulation

Title of Regulation: 18VAC110-20. Regulations Governing the Practice of Pharmacy (amending 18VAC110-20-10, 18VAC110-20-400; adding 18VAC110-20-740 through 18VAC110-20-800).

Statutory Authority: § 54.1-2400 of the Code of Virginia.

Effective Dates: April 10, 2009, through October 6, 2010.

Pursuant to § 2.2-4011, the Board of Pharmacy requested an extension of the above-referenced emergency regulation to complete the requirements of the Administrative Process Act. The emergency regulations were published in 25:17 VA.R. 3018-3023 April 27, 2009 (http://register.dls.virginia.gov/vol25/iss17/v25i17.pdf).

Chapter 429 of the 2008 Acts of Assembly requires the Board of Pharmacy to promulgate regulations to establish a Prescription Drug Donation Program for accepting unused previously dispensed prescription drugs that meet certain criteria for redispensing to patients of free clinics. The second enactment of Chapter 429 required the board to promulgate regulations to implement the provisions of the act effective within 280 days of its enactment.

The board submitted the emergency regulations for Executive Branch review on September 25, 2008, and approval to publish those regulations was received April 9, 2009. Therefore, the emergency regulations did not become effective until April 10, 2009, and expired on April 9, 2010.

Simultaneously with publication of the emergency regulations, the board published a Notice of Intended Regulatory Action on April 27, 2009, to begin the process of promulgating a permanent replacement regulation. The Board of Pharmacy submitted the proposed replacement regulation on July 24, 2009; permission to publish the proposed regulation was granted on October 29, 2009, and it was submitted to the Registrar of Regulations that same day. Comment on the proposed regulations closed on January 22, 2010, and the board will adopt final regulations at its next scheduled meeting on March 9, 2010. In order to have had a replacement regulation in effect by April 9, 2010, it would have been necessary to submit the final regulation by February 10, 2010. Therefore, a six-month extension was requested to allow the permanent replacement regulation to become effective.

The Governor approved the department's request to extend the expiration date of the emergency regulation for six months as provided for in § 2.2-4011 D of the Code of Virginia. Therefore, the regulations will continue in effect through October 6, 2010.

Agency Contact: Elizabeth Scott Russell, RPh, Executive Director, Board of Pharmacy, 9960 Mayland Drive, Suite 300, Richmond, VA 23233-1463, telephone (804) 367-4456, FAX (804) 527-4472, or email scotti.russell@dhp.virginia.gov.

VA.R. Doc. No. R09-1606; Filed April 9, 2010, 4:57 p.m.