Attachments: 1. Ordinance for Conventional and Alternative Systems Maintenance and Monitoring 2. Ordinance for Alternative Systems Maintenance and Monitoring 4.
Projected Costs of Chapter 17
Amendment
Conventional and Alternative Systems Included ORDINANCE AN ORDINANCE
APPROVING AMENDMENTS TO CHAPTER 17 OF THE WHEREAS, the Fauquier County Code Chapter 17 allows land owners to treat and dispose domestic wastewater onsite; and
WHEREAS, landowners shall obtain a Virginia Health Permit which is
in substantial compliance with all State Health Department Regulations and
WHEREAS, with the advancement of technology in pre-treating wastewater before being disposed into the soil, approved alternative systems are now available for use in soils that are not suitable for traditional systems; and WHEREAS, the perpetual maintenance of these alternative systems is imperative for the long term successful performance to ensure that the public health and the environment are protected; and WHEREAS, routine maintenance of traditional systems is imperative for the long term successful performance to ensure that the public health and the environment are protected; and WHEREAS, Virginia State Health Regulations do not mandate maintenance and monitoring of onsite residential sewage systems; and
WHEREAS, the Fauquier County Board of Supervisors realizes the
importance in mandating a maintenance and monitoring program to protect
the citizens and the pristine environment of
WHEREAS, the Fauquier County Planning Commission held a work
session on WHEREAS, the Planning Commission added several refinements to the proposed ordinance; and
WHEREAS, the Fauquier County Board of Supervisors held a public
hearing on
WHEREAS, the adoption of this ordinance would be in keeping with
the spirit of the Fauquier County Code and in the best interest of the
citizens of ORDAINED by the Fauquier County Board of Supervisors this 21st day of July 2003, That Sections 17-20 and 17-21 of the Fauquier County Code be amended to set standards for traditional systems and alternative systems and their design; and, be it ORDAINED FURTHER, That Section 17-22 of the Fauquier County Code is amended to set standards for mandated routine maintenance and monitoring requirements for onsite alternative systems; and, be it ORDAINED FURTHER, That Sections 17-23 and 17-24 of the Fauquier County Code be amended to set standards for permit owners that neglect or are in violation of this Ordinance; and, be it ORDAINED FINALLY, That amendments to Sections 17-21, 17-22, 17-23, and 17-24 are added to Chapter 17 of the Fauquier County Code. These amendments shall read as follows: Article II. ONSITE
SEWAGE SYSTEM DESIGN, MAINTENANCE AND MONITORING Sec. 17-20 Categories of onsite waterborne sewage disposal systems.
There are two categories of onsite waterborne sewage disposal systems: A. Traditional systems: A traditional on-site sewage disposal system consists of a sewer line, septic tank, distribution box and a series of 2’ to 3’ wide drainfield laterals installed in gravel. These systems are designed to dispose and treat the effluent at a depth of 18’’ to 54’’ and depend on the naturally occurring soil. Traditional systems may use a sewage pump to lift the effluent to a single higher elevation. B. Alternative systems 1. Alternative proprietary pre-engineered systems: A proprietary pre-engineered system is an alternative non-discharge system which has received general approval from the State Health Commissioner. 2. Alternative Engineered systems: Engineered systems are those non-discharge systems which have not received general approval from the State Health Commissioner. Sec.
17-21 Design Requirements for Alternative systems
A. Alternative proprietary pre-engineered systems An
Authorized on Site Soil Evaluator (hereinafter AOSE) may design a
proprietary pre-engineered system which is within the pre-engineered
limits of the system. When the
system is not within the pre-engineered limits or involves a reduction in
disposal area, the Health Department may require design or review by a
Professional Engineer, licensed to practice in the B. Alternative Engineered systems Engineered
systems shall be designed by a Professional Engineer licensed to practice
in the 17-22 Routine maintenance and monitoring requirements for onsite
systems: A. Traditional systems: Traditional systems must be cleaned every 5 years unless there is a garbage disposal unit or grinder pump, in which case the septic tank must be cleaned at more frequent intervals if necessary to prevent non-biodegradable material from migrating to the disposal field. After the date of adoption of this ordinance, all new or replacement septic tanks shall be installed with adequate manholes, properly secured, to allow easy inspection and cleaning of the holding tank. B. Maintenance and monitoring of Alternative systems:
C. Maintenance of disposal fields for traditional and alternative systems. 1. An appropriate ground cover shall be established and maintained over the disposal site. Permanent lawn irrigation systems are prohibited within twenty feet of any disposal area. Trees and shrubs shall not be planted or allowed to grow in the disposal field. The area reserved for the subsurface disposal field and future repair of the system shall be retained for that sole purpose. 2. No structures shall be placed over the subsurface soil absorption system. Driveways or parking lots shall not be constructed on the subsurface soil absorption system unless the invert of the lead or header lines or top of the gravel in the absorption trenches is deeper than 30 inches below the ground surface and the driveway or parking lot is paved with Portland cement or bituminous concrete to prevent compaction of the trench bottom. Driveways and parking lots shall not be constructed over the distribution box unless adequate structural and access provisions are provided. 17-23
Neglect In order to protect the public health it shall be unlawful for any owner to neglect or abuse any sewage disposal system, fail to perform the routine or necessary maintenance, fail to comply with the requirements of a conditional permit, fail to file required monitoring reports, or fail to comply with any other provision of this article. 17-24
Violations; Penalties; Applicability The penalty for any violation of this Article shall be the same as that set forth in Article I, Section 17-19. This Article shall apply to all systems constructed after the date of adoption.
Only Alternative Systems Included Regarding
Maintenance ORDINANCE AN ORDINANCE APPROVING AMENDMENTS TO CHAPTER 17 OF
THE WHEREAS, the Fauquier County Code Chapter 17 allows land owners to treat and dispose domestic wastewater onsite; and
WHEREAS, landowners shall obtain a Virginia Health Permit which is
in substantial compliance with all State Health Department Regulations and
WHEREAS, with the advancement of technology in pre-treating wastewater before being disposed into the soil, approved alternative systems are now available for use in soils that are not suitable for traditional systems; and WHEREAS, the perpetual maintenance of these alternative systems is imperative for the long term successful performance to ensure that the public health and the environment are protected; and WHEREAS, Virginia State Health Regulations do not mandate maintenance and monitoring of onsite residential sewage systems; and
WHEREAS, Fauquier County Board of Supervisors realizes the
importance in mandating a maintenance and monitoring program to protect
the citizens and the pristine environment of
WHEREAS, the Fauquier County Planning Commission held a work
session on WHEREAS, the Planning Commission added several refinements to the proposed ordinance; and
WHEREAS, the Fauquier County Board of Supervisors held a public
hearing on
WHEREAS, the adoption of this ordinance would be in keeping with
the spirit of the Fauquier County Code and in the best interest of the
citizens of ORDAINED by the Fauquier County Board of Supervisors this 21st day of July 2003, That Sections 17-20 and 17-21 of the Fauquier County Code be amended to set standards for alternative systems and their design; and, be it ORDAINED FURTHER, That Section 17-22 of the Fauquier County Code is amended to set standards for mandated routine maintenance and monitoring requirement for onsite alternative systems; and, be it ORDAINED FURTHER, That Sections 17-23 and 17-24 of the Fauquier County Code be amended to set standards for permit owners that neglect or are in violation of this Ordinance; and, be it ORDAINED FINALLY, That amendments to Sections 17-21, 17-22, 17-23, and 17-24 are added to Chapter 17 of the Fauquier County Code. These amendments shall read as follows: Article
II. ON-SITE SEWAGE SYSTEM
DESIGN, MAINTENANCE AND MONITORING Sec. 17-20 Categories of on-site waterborne sewage disposal systems There are two categories of on-site waterborne sewage disposal systems: A. Traditional systems: A traditional on-site sewage disposal system consists of a sewer line, septic tank, distribution box and a series of 2’ to 3’ wide drainfield laterals installed in gravel. These systems are designed to dispose and treat the effluent at a depth of 18’’ to 54’’ and depend on the naturally occurring soil. Traditional systems may use a sewage pump to lift the effluent to a single higher elevation. B. Alternative systems: 1. Alternative proprietary pre-engineered systems: A proprietary pre-engineered system is an alternative non-discharge system, which has received general approval from the State Health Commissioner. 2. Alternative Engineered systems: Engineered systems are those non-discharge systems, which have not received general approval from the State Health Commissioner. Sec.
17-21 Design Requirements for Alternative systems
A. Alternative proprietary pre-engineered systems: An
Authorized On-site Soil Evaluator (hereinafter AOSE) may design a
proprietary pre-engineered system, which is within the pre-engineered
limits of the system. When the
system is not within the pre-engineered limits or involves a reduction in
disposal area, the Health Department may require design or review by a
Professional Engineer, licensed to practice in the B. Alternative Engineered systems: Engineered
systems shall be designed by a Professional Engineer licensed to practice
in the 17-22 Routine maintenance and monitoring requirements for on-site
systems: A. Maintenance and monitoring of Alternative systems:
B. Maintenance of disposal fields for traditional and alternative systems: 1. An appropriate ground cover shall be established and maintained over the disposal site. Permanent lawn irrigation systems are prohibited within twenty feet of any disposal area. Trees and shrubs shall not be planted or allowed to grow in the disposal field. The area reserved for the subsurface disposal field and future repair of the system shall be retained for that sole purpose. 2. No structures shall be placed over the subsurface soil absorption system. Driveways or parking lots shall not be constructed on the subsurface soil absorption system unless the invert of the lead or header lines or top of the gravel in the absorption trenches is deeper than 30 inches below the ground surface and the driveway or parking lot is paved with Portland cement or bituminous concrete to prevent compaction of the trench bottom. Driveways and parking lots shall not be constructed over the distribution box unless adequate structural and access provisions are provided. 17-23
Neglect In order to protect the public health it shall be unlawful for any owner to neglect or abuse any sewage disposal system, fail to perform the routine or necessary maintenance, fail to comply with the requirements of a conditional permit, fail to file required monitoring reports, or fail to comply with any other provision of this article. 17-24
Violations; Penalties; Applicability The penalty for any
violation of this Article shall be the same as that set forth in Article
I, Section 17-19.
Conventional and Alternative Systems, Including
Property Transfers ORDINANCE AN ORDINANCE APPROVING AMENDMENTS TO CHAPTER 17 OF THE
WHEREAS, the Fauquier County Code Chapter 17 allows land owners to treat
and dispose of domestic wastewater on-site; and
WHEREAS, landowners shall obtain a Virginia Health Permit which is in
substantial compliance with all State Health Department Regulations and WHEREAS, with the advancement of technology in pre-treating wastewater before being disposed into the soil, approved alternative systems are now available for use in soils that are not suitable for traditional systems; and WHEREAS, the perpetual and routine maintenance of these alternative systems is imperative for the long term successful performance to ensure that the public health and the environment are protected; and WHEREAS, Virginia State Health Regulations do not mandate maintenance and monitoring of on-site residential sewage systems; and WHEREAS, the Fauquier County Board of Supervisors realizes the importance
in mandating a maintenance and monitoring program to protect the citizens
and the land and other resources of WHEREAS, on
WHEREAS, on WHEREAS, the adoption of this ordinance
would be in keeping with the spirit of the Fauquier County Code and in the
best interest of the citizens of ORDAINED by the Fauquier County Board of Supervisors this 21st day of July 2003, That Sections 17-20 and 17-21 of the Fauquier County Code be, and is hereby, amended to set standards for traditional systems and alternative systems and their design; and, be it ORDAINED FURTHER, That Section 17-22 of the Fauquier County Code is amended to set standards for mandated routine maintenance and monitoring requirement for on-site systems; and, be it ORDAINED FURTHER, That Sections 17-23 and 17-24 of the Fauquier County Code be amended to set standards for permit owners that neglect or are in violation of this Ordinance; and, be it ORDAINED FINALLY, That amendments to Sections 17-21, 17-22, 17-23, and 17-24 ar added to Chapter 17 of the Fauquier County Code. These amendments shall read as follows: Article II.
ON-SITE SEWAGE SYSTEM DESIGN, MAINTENANCE AND MONITORING Sec. 17-20 Categories of on-site waterborne sewage disposal systems There are two categories of on-site waterborne sewage disposal systems: A. Traditional systems: A traditional on-site sewage disposal system consists of a sewer line, septic tank, distribution box and a series of 2’ to 3’ wide drainfield laterals installed in gravel. These systems are designed to dispose and treat the effluent at a depth of 18’’ to 54’’ and depend on the naturally occurring soil. Traditional systems may use a sewage pump to lift the effluent to a single higher elevation. B. Alternative systems: 1. Alternative proprietary pre-engineered systems: A proprietary pre-engineered system is an alternative non-discharge system, which has received general approval from the State Health Commissioner. 2. Alternative Engineered systems: Engineered systems are those non-discharge systems, which have not received general approval from the State Health Commissioner. Sec. 17-21 Design Requirements for Alternative systems A. Alternative proprietary pre-engineered systems: An Authorized On-site Soil Evaluator (hereinafter AOSE) may design a proprietary pre-engineered system, which is within the pre-engineered limits of the system. When the system is not within the pre-engineered limits or involves a reduction in disposal area, the Health Department may
require design or review by a Professional Engineer, licensed to practice
in the B. Alternative Engineered systems: Engineered
systems shall be designed by a Professional Engineer licensed to practice
in the Sec.
17-22 Routine maintenance and monitoring requirements for on-site systems:
A. Traditional systems: Traditional systems installed, repaired, replaced or extended after the effective date of this ordinance or located within an area designated by the County as an Aquifer Protection Overlay District or Watershed Management and Protection Overlay District must be cleaned every 5 years unless there is a garbage disposal unit or grinder pump, in which case the septic tank must be cleaned at more frequent intervals if necessary to prevent non-biodegradable material from migrating to the disposal field. Prior to transfer of any property served by a traditional system, the owner shall furnish to the Health Department and the grantee a receipt or evidence that the system has been cleaned within the previous 5 years, and thereafter the grantee and subsequent purchasers shall be required to clean the system in accordance with the requirements of this ordinance. After the date of adoption of this Ordinance, all new or replacement septic tanks shall be installed with adequate manholes, properly secured, to allow easy inspection and cleaning of the holding tank. B. Maintenance and monitoring of Alternative systems: 1. As a requirement of the design every alternative system must have an “Operation and Maintenance” manual, written in lay terms which can be easily understood by the homeowner as well as the professional operator (if required). At a minimum, when the AOSE/Engineer prepares the original plan for the alternative system, that person must specify the effluent limits for the system as well as the routine service requirements and degree of expertise required to operate the system. When the system design incorporates a proprietary system, the manufacturer’s operation and maintenance manual may be adequate to comply with this section if so stipulated by the designer. 2. Alternative systems that require routine maintenance over and above traditional systems require a CONDITIONAL PERMIT with the maintenance requirements recorded as a part of the permit approval. The conditional permit, along with the document that enumerates the conditions must be recorded and indexed in the grantee index in the Land Records of Fauquier County. The Health Department may impose conditions based upon the maintenance requirements of the system, including but not limited to, a requirement for a maintenance contract, professional operator or demonstration of competency to operate the system by the owner/operator. 3. Alternative systems in existence prior to the adoption of this ordinance shall be operated and maintained in accordance with the manufacturer’s and/or designer’s specifications. Any alternative system existing on the date of adoption of this ordinance which is repaired, altered, replaced or extended shall be governed by the provisions of this ordinance. C. Maintenance of disposal fields for traditional and alternative systems: 1. An appropriate ground cover shall be established and maintained over the disposal site. Permanent lawn irrigation systems are prohibited within twenty feet of any disposal area. Trees and shrubs shall not be planted or allowed to grow in the disposal field. The area reserved for the subsurface disposal field and future repair of the system shall be retained for that sole purpose. 2. No structures shall be placed over the subsurface soil absorption system. Driveways or parking lots shall not be constructed on the subsurface soil absorption system unless the invert of the lead or header lines or top of the gravel in the absorption trenches is deeper than 30 inches below the ground surface and the driveway or parking lot is paved with Portland cement or bituminous concrete to prevent compaction of the trench bottom. Driveways and parking lots shall not be constructed over the distribution box unless adequate structural and access provisions are provided. Sec. 17-23
Neglect In order to protect the public health it shall be unlawful for any owner to neglect or abuse any sewage disposal system, fail to perform the routine or necessary maintenance, fail to comply with the requirements of a conditional permit, fail to file required monitoring reports, or fail to comply with any other provision of this article. Sec. 17-24
Violations; Penalties; Applicability The penalty for any violation of this Article shall be the
same as that set forth in Article I, Section 17-19.
MEMORANDUM To:
Paul McCulla, From: Charles Shepherd, Manager Subject: Projected Costs of the Chapter 17 Amendment In response to your request we have attempted to project the cost to this office to implement a mandatory septic tank pump-out ordinance. The costs enumerated are for additional Environmental Health personnel, both field and data entry positions. The estimates are based on current salaries, benefits, mileage reimbursement and computer equipment costs. If recent trends continue these costs should remain stable or perhaps drop slightly (cost of computer equipment). You will find four major proposals divided into three possible time frames. In category 1, all exiting systems would be included in the language of the ordinance amendment. This would include some 45,000 to 50,000 systems and records. The second category would cover all systems permitted since 1973. It was at this time that we began to require a marker for each septic tank. Although many of the markers might not be extant, many are (27,911 systems). The third proposed time frame would be those systems permitted since 1982. After this date the state Sewage Handling and Disposal Regulations required an "as-built" to be submitted to the Health Department. Although many of these are relatively crude they do all have distances from a known point to the corner of each septic tank (18,636 systems). The last grouping would be systems installed after the Ordinance is adopted (10 year average 760 systems per year). Each of these proposed time frames are further divided into three levels depending on the degree of information provided in the system: A. Data Entry. In this subsection the information in the files would be simply transferred to a database for tracking purposes only. B. Data Entry and Approximate location of the sewage disposal system scanned into the database. Some field visits would be necessary. C. Physically locating each septic tank and system by GPS so they can be entered into the GIS system. The figures in the table are based solely on the personnel and equipment costs to the Health Department. It does not include any additional office space or collateral County support that may be necessary to make the effort a success. Each of the years in a five-year period is included with that time period being the goal for completion of the project. Continuing costs after the initial five-year period would be projected to be one half of the yearly operating expense for the fifth year. Please contact this office if you need clarification of any of the information included in this memo.
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