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SECTION 4 – SANITARY <br />40 <br />SECTION 4 – SANITARY <br />4-1 GENERAL <br />4-1.1 DESIGN REQUIREMENTS <br />Design of the Sanitary System shall comply with the current version of 327 IAC Article 3 <br />Wastewater Treatment Facilities, Issuance of Permits, Construction and Permit Requirements and <br />Recommended Standards for Wastewater Facilities, Great Lakes – Upper Mississippi River Board <br />of State and Provincial Public Health and Environmental Managers (10 States Standards), and <br />product manufacturer’s requirements. When extending public facilities such as sanitary sewer, the <br />facilities shall extend the width of the developed parcel to the property line. <br />Private lift stations or force mains will not be allowed unless approved by the City Engineer. There <br />shall be no private lift stations, private force mains, or private gravity sewers outside of the City Limits <br />connected to the City’s sewer system. <br />Private sanitary sewer mains will not be allowed unless approved by the City Engineer. A sanitary <br />sewer main is defined as any sewer with more than one lateral connection. For new developments, the <br />sanitary sewer main shall extend the width of the developed parcel to the property line. <br />4-2 MATERIALS <br />4-2.1 PIPES AND FITTINGS – GRAVITY FLOW <br />4-2.1 (a) PVC PIPE AND FITTINGS (FIFTEEN (15) INCHES AND SMALLER) <br />PVC (Polyvinyl Chloride) sanitary sewer pipe, laterals, and fittings shall be SDR 35 conforming to <br />ASTM D-3034. SDR 35 shall be utilized for cover depths less than twelve (12) feet. SDR 26 or <br />SDR 21 shall be used for cover depths of twelve (12) feet or greater or where additional protection <br />is required for the pipe. All joints shall be gasketed conforming to ASTM D-3212. <br />4-2.1 (b) PVC PIPE AND FITTINGS (EIGHTEEN (18) INCHES THROUGH FORTY-EIGHT (48) <br />INCHES) <br />PVC sanitary sewer pipe conforming to ASTM F-679; PVC closed profile sanitary sewer pipe shall <br />have a pipe stiffness of forty-six (46) psi conforming to ASTM F-1803 by “Lamson-Vylon”; <br />SaniTite HP, forty-six (46) psi pipe stiffness per ASTM F-2764 by “ADS” or equal. <br />4-2.1 (c) VCP PIPE AND FITTINGS <br />VCP (Vitrified Clay Pipe) sanitary sewer pipe and fittings shall conform to ASTM C-700. The <br />VCP shall be at a minimum of “Extra Strength.” Joints shall be of the compression type conforming <br />to ASTM C-425.For pipe sizes greater than 12-inches in diameter shall be VCP, “High Strength.” <br />The maximum cover for VCP shall be less than twelve (12) feet. Use of VCP at a depth greater <br />than twelve (12) feet shall require approval from the City Engineer.