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Chapter 17 – Ordinance Regarding On-Site ... - Fauquier County

Chapter 17 – Ordinance Regarding On-Site ... - Fauquier County

Sec.

Sec. 17-17. Related Regulations 1. Fauquier County Zoning Ordinance, Articles 5 and 7. 2. Fauquier County Subdivision Ordinance, Articles 2, 4, and 9. 3. Fauquier County Code, Chapter 19. 4. Fauquier County Design Standards Manual A204.2. Sections 17-18 and 17-19 reserved 12

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: (1) Conventional systems: A conventional on-site sewage disposal system consists of a sewer line, septic tank, distribution box and a series of twofoot to three-foot wide drainfield laterals installed in gravel. These systems are designed to dispose and treat the effluent at a depth of eighteen (18) inches to fifty-four (54) inches and depend on the naturally occurring soil. Conventional systems may use a sewage pump to lift the effluent to a single higher elevation. (2) Alternative systems: a. Alternative proprietary pre-engineered systems: A proprietary preengineered system is an alternative non-discharge system, which has received general approval from the state health commissioner. b. Alternative engineered systems: Engineered systems are those nondischarge systems, which have not received general approval from the state health commissioner. (Ord. No. 03-05, 7-21-03) Sec. 17-21. Design requirements for alternative systems. (a) Alternative proprietary pre-engineered systems: A Licensed Alternative Onsite evaluator (hereinafter OSE) 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 commonwealth in consultation with an authorized on-site soil evaluator and statecertified professional soil scientist. (b) Alternative engineered systems: Engineered systems shall be designed by a professional engineer licensed to practice in the commonwealth in consultation with an OSE and state-certified professional soil scientist. (Ord. No. 03-05, 7-21-03) Sec. 17-22. Routine maintenance and monitoring requirements for on-site systems. (a) Conventional systems: Conventional systems installed, repaired, replaced or extended after the effective date of this article 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 five (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 conventional 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 five (5) years, and thereafter the grantee and subsequent purchasers shall be required to clean the system in accordance with the requirements of this article. After the date of adoption of this article, all new or replacement septic tanks shall 13

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12/17/2009 FAUQUIER COUNTY In conformity with Section 58.1 ...
12/17/2009 FAUQUIER COUNTY In conformity with Section 58.1 ...