Agenda - Council - 11/25/1997 - Laserfiche WebLink

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§ 8.3 0 Sevea.ge disl o systems for said permit, shall pay a fee therefore of $15.00. Such permits shall be valid for a period of six: months from date of issue. Sub& 2. Applications for permits shall be made in writing upon printed blanks or forms furnished by the council and shall be signed by the applicant. S`ub& 3. Each application for a permit shall have thereon the correct legal description of the property on which the proposed installation; alteration, repair or extension is to take place, and each application for a permit shall be accompanied by a plot plan of the land showing the location of any proposed or existing buildings located on the property with respect to the boundary lines of the property and complete plans or the proposed system with substantiating data, if necessary, attesting to the compliance with the minimum standards of this chapter. A complete plan shall include the location, size and design of all parts of the system to be installed, altered, repaired or extended. The application shall also show the present or proposed location of water supply facilities and water supply piping and the name of the person, firm or corporation who is to install the system, and shall provide such further information as may be required by the council. 8.30.04 Construction requirements. Subdivision l.. Site evaluation.. All proposed sites for individual sewage treatment systems shall be evaluated by the Ramsey Plumbing Inspector in accordance with §9.13 (Soils) and §9.50 (Subdivision). Subd. 2. Building sewers a. The building sewer and all piping up to the point where the disposal field soil treatment area begins shall be of watertight piping and joints. Joints between this piping and other appurtenances of the system shall be watertight. The use of perforated pipe or its equivalent is prohibited b. No building drain or building sewer shall be less than h inches in diameter. C. The buried or concealed portion of any building sewer, building drain or branch thereof shall be located at least 20 feet from any well. That portion located less than 50 feet from any well shall be constructed of cast iron pipe with air tested joints. The air test should be made by attaching an air compressor or test apparatus to a suitable opening and closing all other inlets and outlets to the sewer and/or drain under test by means of proper testing plugs. Air shall be forced into the sy-stem until there is uniform pressure of 5 pounds per square inch in the section being tested. The system sh,91.1. be considered satisfactorily air tested if the pressure therein remains constant for 15 minutes without the addition of air. Page ?-40 Printed 1? 128!90 /94'