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Ct1'Y OF N41CTH OLMSTED 4RIXI+tA~CE NC). 65-64 Page ~ <br />Section 6: That Section 6 Paragraph A now reading as followrs; <br />"Sanitary sewers and connection shall be vitrified <br />clay with premium type ioints. The sanitary connection <br />shall be 6 inches or larger in diameter. The depth of <br />the sanitary sewer shall be such that the sanitary cs~nnection <br />can discharge by gravity into said sanitary sewer. Where this <br />is not possible, basementless homes only will be permitted. <br />Lots to be used for basementless homes shall be noted on <br />the plat . " <br />be and the same is hereby amended to read as follows: <br />Section 6 Paragraph A <br />Sanitary sewers and connections shall be vitrified clay <br />pipe, American Society for Testing Materials Specification C-2t}fl with }Dints <br />having resilient properties as specified in A. S. T. M. C-425 -64T. The <br />sanitary connection shall be 6 inches or larger. The depth of the sanitary <br />sager shall be such that the sanitary Connection can discharge by gravity i:rto <br />said sanitary sewer. Whets this is not possible, basementless homes only will <br />be permitted. Lots to be used for basementless homes shall be noted on the plat. <br />Section 9: That Section 6 Paragraph, B now reading as follows: <br />"Storm sewers shall be vitrified clay pipe with premium <br />type ioints or pre-molded bituminous }Dints or reinforced <br />concrete pipe with premium or "slip seal" bituminous joints. <br />Storm sewer connections shall be 6 inches or larger vitrified <br />clay pipe with premium }Dints. The storm sewer shall be sued <br />to provide for the storm drainage from the tributary area. " <br />.. <br />"'~ be and the same is hereby amended to read as follows: <br />Section 6 Paragraph B <br />Storm sewers and connections shall be vitrified clay pipe <br />with ioints as specified above or reinforced concrete pipe with rubber type <br />gasket ioints as specified in A. S. T. M. C-443-60T. Minimum size <br />storm sewer connections shall be six inches (6 "} . The storm sewers shell <br />be sized to provide for storm drainage from the tributary area. <br />Convgated metal pipe with interior ~nugatlc>ns fii (known <br />as Smooth-Flo Pipe , } may be used in ditches . All ioints shall be of the rod <br />and lug type with rubber gaskets twenty-four (24 "}' inches wid®, <br />Section 6: That Section 6 Paragraph D Subsection 1 now reading <br />as follows: <br />"Residential: 7 " reinforced concrete pavement with <br />integral curbs, minimum width 25.5 feet from back of curb <br />to back of curb . " <br /> <br />