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ADDENDUM NO. 3 11/5/2014 <br />and flushing of the piping. Flushing and pressure testing shall be conducted <br />in the following order. <br />B. After all piping lines have been installed and before pressure testing, each run <br />of pipe shall be thoroughly flushed so as to remove all debris and foreign <br />matter from the piping and equipment. Clean and flush all piping using <br />potable water. Sufficient flushing water and pigging shall be introduced into <br />the piping to produce a discharge that is clear with no evidence of silt or <br />foreign matter is visible. Contractor to provide means of discharging and <br />disposing of water at Contractor's expense. <br />C. Pressure testing ductile iron piping systems: <br />1. The test pressure for the water piping, irrigation quality water piping, <br />and force main piping systems constructed of ductile iron shall be 150 <br />psi and this pressure shall be maintained for a period of not less than <br />two hours. Tests shall be made between valves and as far as <br />practicable and as approved by the Engineer. Potable water from the <br />distribution system shall be used. Pressure shall not vary more than <br />five (5) psi for piping during the test periods or as approved by the <br />Engineer. Allowable leakage shall be computed on the basis of <br />AWWA C-600. <br />2. All leaks evident at the surface shall be uncovered and repaired <br />regardless of the total leakage as indicated by the test, and all pipes, <br />valves and fittings and other materials found defective under the test <br />shall be removed and replaced at the Contractor's expense. Tests <br />shall be repeated until leakage has been reduced below the allowable <br />amount. <br />3. In the judgment of the Engineer, should it not be practical to follow the <br />foregoing procedures exactly for any reason, modifications in the <br />procedure shall be made as approved by the Engineer. In any event, <br />the Contractor shall be responsible for the ultimate water tightness of <br />the piping within the preceding requirements. <br />3.03 DISINFECTION <br />A. The Contractor shall furnish and install suitable temporary connections to the <br />piping, all necessary pressure pumps, hose, pipe connections, meters, <br />gauges and other similar equipment, and all labor required, all without <br />additional compensation for the disinfection of all required piping systems. <br />Disinfection shall be conducted on the following systems: <br />1. Water main piping and valves. <br />B. Conform to AWWA Standards and as modified herein. <br />C. Maintain disinfectant for a minimum of 8 hours in such a manner that the <br />entire system will be filled with water containing a minimum chlorine <br />concentration of 50 ppm at any point. <br />D. After the disinfecting agents have been permitted to remain for the specified <br />contact periods, the water lines, and valves shall be thoroughly flushed with <br />01025-34 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1135-S County Park Intergeneratiional Rec <br />Facillty1Admim\ADDENDUMS\Technical Specs (SITEI -Addendum No. 311-5-2014.don <br />