A. 
Where a public sanitary sewer is not available under the provisions of § 136-7, the building lateral shall be connected to a private sewage disposal system complying with the provisions of the rules and regulations of the State Department of Health and the Madison County Health Department.[1]
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).
B. 
All percolation tests and sewage disposal system designs shall be performed by a licensed professional engineer. All percolation tests shall be witnessed by the Public Works Administrator or the Village Engineer.[2]
[2]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).
C. 
The applicant shall submit completed application form, results of percolation tests, computations and a plot plan of sewage disposal system in relation to lot lines, well or water supply and buildings. Design should be in accordance with New York State Health Department Standards for Waste Treatment Works, Bulletin 1, part III, individual household systems.
When the liquid- or water-borne effluent from a private sewage disposal system enters any watercourse, ditch, storm sewer or water supply system located in the Village, in such manner, volume, and concentration as to create a hazardous, offensive or objectionable condition in the opinion of the Enforcement Officer, the owner or occupant of the premises upon which such sewage disposal system is located, upon receiving written notice from the Enforcement Officer, so to do, shall within 90 days after receipt of such notice, repair, rebuild or relocate such sewage system for the purpose of eliminating such hazardous, offensive or objectionable conditions. The repair, rebuilding or relocation of the system is to be accomplished in compliance with the rules and regulations of the State Department of Health.
At such time that a public sewer becomes available to a property, as provided in § 136-7, a direct connection shall be made to the public sewer in compliance with this chapter, and any septic tank, cesspools, and similar private sewage disposal facilities shall be cleaned of septage, by a licensed septage hauler, and finally either filled with clean sand, bank-run gravel or dirt, or removed and properly disposed. When the connection is made to the public sewer, the connection to the private sewage disposal facility shall be broken and both ends of the break shall be plugged, as appropriate.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).